CN209194694U - A kind of reinforcing concrete drain pipe building - Google Patents
A kind of reinforcing concrete drain pipe building Download PDFInfo
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- CN209194694U CN209194694U CN201821689998.0U CN201821689998U CN209194694U CN 209194694 U CN209194694 U CN 209194694U CN 201821689998 U CN201821689998 U CN 201821689998U CN 209194694 U CN209194694 U CN 209194694U
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Abstract
The utility model relates to a kind of reinforcing concrete drain pipe buildings, it includes steel-frame structure and the shear wall body that is set in the steel-frame structure, the shear wall body is mainly made of the concrete layer for being located at the steel bar girder solid model plate of wall two sides and being cast between the steel bar girder solid model plate of two sides, the steel bar girder solid model plate includes panel and steel mesh and steel bar girder on the inside of the panel, the panel uses nonmetallic panel, the steel mesh and steel bar girder are fixedly arranged in the concrete layer, corresponding reinforcing bar connection frame is respectively equipped in various wall body nodes.The utility model advantageously reduces the workload and labor intensity of shear wall construction, reduces human factor to the influence degree of construction quality, reduces construction cost, facilitates the pipeline arrangement in building, is alleviated or avoided and negatively affects because laying pipeline to wall bring.
Description
Technical field
The utility model relates to a kind of reinforcing concrete drain pipe buildings, belong to technical field of buildings.
Background technique
Reinforcing concrete drain pipe building is the common form in frame-shear structure, on the basis of steel-frame structure
On add reinforced concrete shear wall, can not only be architectural plane cloth with the defect for overcoming frame structure lateral rigidity not strong
It sets and biggish use space is provided, and there is good lateral resistance behavior.
In existing reinforcing concrete drain pipe building, the construction of shear wall body needs live cloth muscle and formwork,
It is also needed form removable after casting concrete, therefore complicated for operation, labor intensity is high, heavy workload, and human factor is to building
The influence for building quality is also bigger, and internal soundness problem is difficult to detect and repair, in suitable human resources worsening shortages, people
Today that work cost increasingly increases, these problems have become the major issue of building enterprise's common concern.
In addition, being difficult to arrange pipeline on this shear wall body.Wire laying mode common at present is on concrete wall surface
It opens together for laying the groove of pipeline, wiring is after the completion again smoothed out groove with gypsum or putty etc., this on concrete
The mode of fluting not only large labor intensity, but also the wall structure of shear wall is destroyed to a certain extent, it is strong to influence wall
Degree.
Utility model content
The utility model is cut with reducing in view of the above-mentioned problems, provide a kind of reinforcing concrete drain pipe building
The workload and labor intensity of power wall construction reduce human factor to the influence degree of wall quality, reduce construction cost.
The technical solution of the utility model is: a kind of reinforcing concrete drain pipe building, including steel-frame structure
And it is set to the shear wall body in the steel-frame structure, the shear wall body is mainly by the shearing positioned at wall two sides
Wall solid model plate and the shear wall concrete layer being cast between the shear wall solid model plate of two sides are constituted, and the shear wall solid model plate uses
Steel bar girder solid model plate, for the panel of the shear wall solid model plate towards wall outer side, steel bar girder is described to cut towards wall inside
Steel mesh and steel bar girder on power wall solid model plate are fixedly arranged in the shear wall concrete layer, the steel bar girder solid model plate packet
Panel and steel mesh and steel bar girder positioned at the panel side are included, the panel uses nonmetallic panel, the reinforcing bar purlin
Panel in frame solid model plate constitutes the permanent template of shear wall body, steel mesh and reinforcing bar purlin in the steel bar girder solid model plate
Frame constitutes the reinforcing bar in shear wall concrete layer.
The panel of the steel bar girder solid model plate constitutes the permanent template of wall, and can be arranged on panel for laying pipeline
Groove, the steel mesh and steel bar girder of the steel bar girder solid model plate constitute wall steel bar.
The panel can usually use nonmetal plate, to obtain corresponding wall texture and convenient for finishing, therefore this
Kind panel is without removing.
The nonmetallic panel can be especially suitable for the building panel as metope using the plate for being suitable for machining
Material.
In general, steel mesh, steel bar girder and the panel of the steel bar girder solid model plate are connected to one, this entirety
Steel bar girder solid model plate can be manufactured in factory process.
Preferably, between the steel mesh and steel bar girder and panel of the steel bar girder solid model plate there are spacing, so as to
The effective thickness of concrete cover that can cover steel mesh and steel bar girder is formed on the inside of panel.Because finishing etc. is by partial face
After plate removes, reinforcing bar will not be exposed and can be effectively protected.
Preferably, the steel mesh in the steel bar girder solid model plate is between steel bar girder and panel, the steel mesh
It is equipped with the cushion block for limiting spacing between the two between panel, gets required spacing discard by cushion block.
The cushion block is preferably provided between the lower edge muscle of the steel bar girder and the panel, same lower edge muscle and panel
Between cushion block quantity be it is multiple.
Preferably, the steel mesh of the steel bar girder solid model plate connected by several longitudinal reinforcements with several transverse steels and
At each longitudinal reinforcement on same steel mesh is generally aligned in the same plane and is parallel to each other, and each transverse steel is generally aligned in the same plane and phase
In parallel.
The transverse steel of the steel mesh is preferably placed at the nearly panel side of longitudinal reinforcement, the lower edge muscle with the steel bar girder
It is in contact.
The steel bar girder usually answer it is longitudinally disposed, the nearly panel side of lower edge muscle string muscle disposed thereon and with the reinforcing bar
The longitudinal reinforcement of net is parallel, and the steel bar girder quantity in the steel bar girder solid model plate is one or more, when quantity is multiple
When, each steel bar girder is parallel to each other.
When between the steel mesh and the panel be equipped with for limit between the two away from cushion block when, the reinforcing bar of the cushion block
Net side surface is preferably provided with transverse steel locating slot, and the lateral steel on the cushion block being in contact with it is arranged in the transverse steel
On muscle locating slot.
Preferably, in the steel bar girder solid model plate, the steel mesh, steel bar girder and the mode that is fixedly connected of panel can
Think following any:
The steel bar girder is fixedly connected by connector with the panel；Alternatively,
When being equipped with the cushion block for limiting spacing between the steel mesh and the panel, the steel bar girder passes through company
Fitting is fixedly connected with the cushion block and the cushion block is fixedly connected on the panel.
The connector can be following any:
The connector is inverted V-shaped connector, for realizing being fixedly connected for the steel bar girder and the panel, or
For realizing being fixedly connected for the steel bar girder and the cushion block, the inverted V-shaped connector is inverted V shaped, is buckled in corresponding steel
On muscle truss, two stabilizer blades of bottom are respectively fixedly connected on the panel or the corresponding cushion block；
The connector is U-shaped connector or C-shaped joint, for realizing the fixation of the steel bar girder and the cushion block
Connection, the U-shaped connector are equipped with symmetrical left and right snap-gauge, and the left and right snap-gauge is connected to one as the cushion block
On body pedestal or independent seats, the left and right snap-gauge is stuck in the lateral outer side of the steel bar girder corresponding side lower edge muscle；
The C-shaped joint includes symmetrical two kinds of forms of left connector and right connector, and the C-shaped joint of both forms
It matches, the left connector and right connector are respectively equipped with the unilateral snap-gauge of respective corresponding side, the unilateral side snap-gauge connection
On integrated base or independent seats, the integrated base and the cushion block are one, and the independent seats are individual
On part and the cushion block being fixedly connected, the left connector and right connector are vertically alternately arranged or are arranged symmetrically,
The unilateral snap-gauge of the left connector and right connector is stuck in the lateral outer side of the steel bar girder corresponding side lower edge muscle.
Preferably, the steel bar girder solid model plate is vertically arranged, and the steel bar girder solid model plate of shear wall body two sides is symmetrical
Arrangement, the panel of the opposite steel bar girder solid model plate in two sides are equal in magnitude.
When the same layer shear wall solid model plate on same shear wall metope is spliced by multiple steel bar girder solid model plate levels
When, preferably there are gap between the panel of horizontally adjacent steel bar girder solid model plate, which can be used as expansion joint.
When the same layer shear wall solid model plate on same shear wall metope is spliced by multiple steel bar girder solid model plate levels
When, wall forms "-" type node in join domain.
"-" type reinforcing bar connection frame is preferably provided in the shear wall body of the "-" type node.
The "-" type reinforcing bar connection frame may include connecting side vertical reinforcement and stirrup, and the upright projection of the stirrup is in
Rectangle, the connecting side vertical reinforcement, which is located at the four corners of the rectangular vertical projection of stirrup and fixes with the stirrup, to be connected
It connects, the "-" type reinforcing bar connection frame is fixedly arranged in the shear wall concrete layer of corresponding site, the left and right two in transverse direction
Part respectively constitutes two rectangle interconnecting pieces in respective direction, and each rectangle interconnecting piece extends respectively to the connecting node two
Between the steel wire of the steel bar girder solid model plate of side wall body.
When, there are when T-type node, being preferably provided with T-steel muscle in the shear wall body of the T-type node in shear wall body
Connection frame.
Preferably, the T-steel muscle connection frame is T-shaped, three rectangle interconnecting pieces including T-type distribution, three squares
The intersection part of shape interconnecting piece, which is equipped with, is distributed in the sleeper vertical reinforcements of same rectangle four corners, each rectangle interconnecting piece it is outer
End is equipped with the connecting side vertical reinforcement being distributed at its end two corners, and the connecting side vertical reinforcement and sleeper vertical reinforcement are logical
It crosses corresponding stirrup to be connected as one, the upright projection of the stirrup is in rectangle, is bound round respectively vertical in corresponding connecting side
On reinforcing bar, on sleeper vertical reinforcement or on connecting side vertical reinforcement and sleeper vertical reinforcement.
The T-steel muscle connection frame is fixedly arranged in the shear wall concrete layer of corresponding site, each rectangle connection
Portion extends respectively between the steel wire of the steel bar girder solid model plate of each side wall body of T-type node.
When, there are when L-type node, being preferably provided with L-type steel muscle in the shear wall body of corresponding L-type node in shear wall body
Connection frame.
Preferably, the L-type steel muscle connection frame is L-shaped, two rectangle interconnecting pieces including L-type distribution, two squares
The intersection part of shape interconnecting piece, which is equipped with, is distributed in the sleeper vertical reinforcements of same rectangle four corners, each rectangle interconnecting piece it is outer
End is equipped with the connecting side vertical reinforcement being distributed at its end two corners, and the connecting side vertical reinforcement and sleeper vertical reinforcement are logical
It crosses corresponding stirrup to be connected as one, the upright projection of the stirrup is in rectangle, is bound round respectively in corresponding connecting side
On vertical reinforcement and sleeper vertical reinforcement or on the sleeper vertical reinforcement, the L-type steel muscle connection frame is fixedly arranged at corresponding portion
In the shear wall concrete layer of position, each rectangle interconnecting piece extends respectively to the steel bar girder of each side wall body of L-type node
Between the steel wire of solid model plate.
When there are when cross node, being preferably provided with ten in the shear wall body of corresponding cross node in shear wall body
Font reinforcing bar connection frame.
Preferably, the cruciform reinforcement connection frame be in cross, four rectangle interconnecting pieces including cross distribution, four
The intersection part of a rectangle interconnecting piece is equipped with the sleeper vertical reinforcement for being distributed in same rectangle four corners, and each rectangle connects
The outer end of socket part is equipped with the connecting side vertical reinforcement being distributed at its end two corners, and the connecting side vertical reinforcement and sleeper are perpendicular
It is connected as one to reinforcing bar by corresponding stirrup, the upright projection of the stirrup is in rectangle, is bound round respectively in corresponding company
It connects on the vertical reinforcement of side, on sleeper vertical reinforcement or on connecting side vertical reinforcement and sleeper vertical reinforcement, the cruciform reinforcement
Connection frame is fixedly arranged in the shear wall concrete layer of corresponding site, and each rectangle interconnecting piece extends respectively to cross section
Between the steel wire of the steel bar girder solid model plate of each side wall body of point.
When same shear wall body is equipped with multistory reinforced truss solid model plate, neighbouring steel bar girder solid model plate
There are spacing between panel, the lower end of the vertical reinforcement in the steel mesh of the steel bar girder solid model plate is corresponding without departing from panel
End margin, corresponding end margin of the upper end beyond panel simultaneously stretch out upwards, form the connection for connecting with upper wall structure
Reinforcing bar.
In the case of being equipped with corresponding reinforcing bar connection frame (for example, "-" type reinforcing bar connection frame etc.) at node, the reinforcing bar
The both ends of transverse steel in the steel mesh of truss solid model plate are without departing from the corresponding end margin of panel, to facilitate storage and transportation and scene
Installation.
When being not provided with corresponding reinforcing bar connection frame at node, in steel mesh that the steel bar girder solid model plate can be made
The both ends of transverse steel exceed the corresponding end margin of panel, form the connection reinforcing bar of connecting portion.
Using the reinforcing bar of the reinforcing bar of the steel bar girder solid model plate and the reinforcing bar connection frame as the wall steel bar of shear wall,
It is not necessary that distributing bar is separately arranged in the main part of shear wall body, it is mixed that the panel of steel bar girder solid model plate is fixedly arranged at shear wall
The a part of the surface of solidifying soil layer as wall, is not removed.
The beneficial effects of the utility model are: due to using steel bar girder solid model plate as the permanent of shear wall body two sides
Template, the reinforcing bar connection frame at steel mesh and steel bar girder and node in steel bar girder solid model plate constitute reinforcing bar in wall,
Without separately carrying out steel-bar arrangement and binding, without separately supporting module, relatively on site for cloth muscle and formwork, scene setting
Steel bar girder solid model plate is very easy, and labor intensity is substantially reduced, and workload is obviously reduced, and installation quality is easily controllable, out
A possibility that existing problem, is small, and once goes wrong and be also easy discovery.Steel bar girder solid model plate is manufactured in factory, and quality control is tight
Thus lattice, high degree of automation, high production efficiency considerably reduce human factor to the influence degree of wall quality.It builds up
Groove needed for metope wiring can be formed by the nonmetallic panel on cutting steel bar girder solid model plate afterwards, rather than metal decking
It can be slotted in panel cutting more much easier than slotting on concrete, and be not related to steel using the plate of machining
The structure of reinforced concrete, will not influence strength of wall body.
Detailed description of the invention
Fig. 1 is the planar configuration schematic diagram of reinforcing concrete drain pipe building；
Fig. 2 is the shear wall body top view cross section organigram with a byte point；
Fig. 3 is the organigram of T-type shear wall body；
Fig. 4 is the organigram of L-type shear wall body；
Fig. 5 is the organigram of cross shear wall body；
Fig. 6 is the schematic diagram of steel bar girder solid model plate；
Fig. 7 is A-A schematic diagram corresponding with Fig. 5；
Fig. 8 is B-B schematic diagram corresponding with Fig. 5；
Fig. 9 is C partial enlarged view corresponding with Fig. 7；
Figure 10 is the schematic diagram of inverted V-shaped connector relevant connection construction；
Figure 11 is the schematic diagram of U-shaped connector relevant connection construction；
Figure 12 is U-shaped connecting piece structure schematic diagram；
Figure 13 is symmetrical two kinds of C-shaped joints (positive C-shaped and reverse c-shape) construction control schematic diagram.
Specific embodiment
Referring to Fig. 1, reinforcing concrete drain pipe building is including steel-frame structure 200 and is set to the steel
Shear wall body 100 in frame structure, arrangement of the shear wall body in steel construction is according to the connection side with steel construction
Formula can may include Core Walls Structure according to the prior art, may include monolithic shear wall or corner shear wall etc..
Referring to fig. 2-5, the shear wall body in reinforcing concrete drain pipe building uses cast-in-situ steel reinforced concrete
Structure, mainly by the shear wall solid model plate positioned at shear wall body two sides and the shearing being cast between the shear wall solid model plate of two sides
Wall concrete layer 180 is constituted, and the shear wall solid model plate uses steel bar girder solid model plate, the panel of the steel bar girder solid model plate
110 towards wall outer side, and for steel bar girder towards on the inside of wall, the steel mesh and steel bar girder on the steel bar girder solid model plate are solid
Knot is in the shear wall concrete layer.Permanent template using steel bar girder solid model plate as shear wall body needs script
One, high production efficiency, and high-quality, scene use is made in the reinforcing bar and template to arrange in construction site in the factory
Also easily.The panel preferably uses nonmetallic panel, without removing the panel in solid model plate after building up, and can be with wall
Finishing or dependency structure setting are carried out based on the panel on surface.
According to the width of shear wall, the quantity for constituting the steel bar girder solid model plate of the ipsilateral shear wall solid model plate of same layer can be
One or more, when to be multiple, positioned at same shear wall metope horizontally adjacent steel bar girder solid model plate panel it
Between preferably there are gaps 118, for use as expansion joint, and facilitate assembled in situ, in this case, adjacent steel bar girder solid model plate
Connection type between panel between transverse steel is to stay apertured docking.
Spacing between the panel of horizontally adjacent steel bar girder solid model plate is usually more than 10mm, can be with according to existing skill
Expansion joint filler strip etc. is arranged in art.Slurry oozes out when to prevent casting concrete, need to only touch just the gap with adhesive tape, be not necessarily to
In addition template is set.
With on a piece of shear wall body, the connection section of horizontally adjacent steel bar girder solid model plate constitutes shear wall body
"-" type node (referring to fig. 2) can usually be equipped with "-" type reinforcing bar connection frame in the shear wall body of the "-" type node,
To guarantee the bonding strength of node both sides shear wall body.
The "-" type reinforcing bar connection frame includes connecting side vertical reinforcement 211 and stirrup 212, the upright projection of the stirrup
In rectangle, the connecting side vertical reinforcement, which is located at the four corners of the rectangular vertical projection of stirrup and fixes with the stirrup, to be connected
It connects, thus forms the reinforced frame structure that appearance profile is rectangular cylindrical, thereby facilitate field operation.
The stirrup can be in rectangular ring, and quantity is multiple, distribution up and down, alternatively, the stirrup can also be in rectangle
Helical form is machined in the factory with facilitating.
The "-" type reinforcing bar connection frame is fixedly arranged in the shear wall concrete layer in respective nodes region.
Left and right two parts in the "-" type reinforcing bar connection frame transverse direction respectively constitute the company of two rectangles in respective direction
Socket part, each rectangle interconnecting piece extend respectively to the steel bar girder solid model of the connecting node respective direction shear wall body two sides
Between the steel wire of plate, the rectangle interconnecting piece length be overlapped in corresponding steel mesh transverse direction is according to specific connection request, example
It such as, under normal conditions can be 300mm.
T-steel muscle can be usually equipped with when there are T-type shear wall body, in the shear wall body of corresponding T-type node to connect
Meet frame (referring to Fig. 3)；When there are L-type shear wall body, L-type can be usually equipped in the shear wall body of corresponding L-type node
Reinforcing bar connection frame (referring to fig. 4)；When there are cross shear wall body, in the shear wall body of corresponding cross node usually
Cruciform reinforcement connection frame can be equipped with (referring to Fig. 5).These reinforcing bar connection frames and the "-" type reinforcing bar connection frame are similar, all
It is preferred that can be manufactured in the factory using the whole reinforcing bar frame form being connected as one, to facilitate field operation, reinforcing bar connection
The shape of frame should be similar to the shear wall body shape of node region, and reinforcing bar connection frame can be divided into several squares by concrete shape
Shape interconnecting piece is respectively corresponded and is extended in the shear wall body of each side of node, is achieved in the reinforcing bar connection of node region.
The T-steel muscle connection frame is T-shaped (referring to Fig. 3), three rectangle interconnecting pieces including T-type distribution, described in three
The intersection part of rectangle interconnecting piece is equipped with the sleeper vertical reinforcement 225 for being distributed in same rectangle four corners, each rectangle connection
The outer end in portion is equipped with the connecting side vertical reinforcement 222 being distributed at its end two corners, the connecting side vertical reinforcement and sleeper
Vertical reinforcement is connected as one by corresponding stirrup 221, and the upright projection of the stirrup is in rectangle, binds round respectively corresponding to respectively
Connecting side vertical reinforcement on, on sleeper vertical reinforcement or on connecting side vertical reinforcement and sleeper vertical reinforcement, the T-steel
Muscle connection frame is fixedly arranged in the shear wall concrete layer in respective nodes region, and each rectangle interconnecting piece extends respectively to T-type section
Between the steel wire of the steel bar girder solid model plate of point respective direction shear wall body two sides, the rectangle interconnecting piece and corresponding reinforcing bar
The length being overlapped in net transverse direction is according to specific connection request, for example, under normal conditions can be 300mm.
The L-type steel muscle connection frame is L-shaped (referring to fig. 4), two rectangle interconnecting pieces including L-type distribution, described in two
The intersection part of rectangle interconnecting piece is equipped with the sleeper vertical reinforcement 235 for being distributed in same rectangle four corners, each rectangle connection
The outer end in portion is equipped with the connecting side vertical reinforcement 231 being distributed at its end two corners, the connecting side vertical reinforcement and sleeper
Vertical reinforcement is connected as one by corresponding stirrup 232, and the upright projection of the stirrup is in rectangle, binds round respectively corresponding to respectively
The connecting side vertical reinforcement and sleeper vertical reinforcement on or bound round on the sleeper vertical reinforcement respectively, the L-type steel
Muscle connection frame is fixedly arranged in the shear wall concrete layer in respective nodes region, and each rectangle interconnecting piece extends respectively to L-type section
Between the steel wire of the steel bar girder solid model plate of point respective direction shear wall body two sides, the rectangle interconnecting piece and corresponding reinforcing bar
The length being overlapped in net transverse direction is according to specific connection request, for example, under normal conditions can be 300mm.
The cruciform reinforcement connection frame is in cross (referring to Fig. 5), four rectangle interconnecting pieces including cross distribution,
The intersection part of four rectangle interconnecting pieces is equipped with the sleeper vertical reinforcement 245 for being distributed in same rectangle four corners, each described
The outer end of rectangle interconnecting piece is equipped with the connecting side vertical reinforcement 241 being distributed at its end two corners, the connecting side vertical steel
Muscle and sleeper vertical reinforcement are connected as one by corresponding stirrup 242, and the upright projection of the stirrup is in rectangle, are bound round respectively
On corresponding connecting side vertical reinforcement, on sleeper vertical reinforcement or on connecting side vertical reinforcement and sleeper vertical reinforcement, institute
It states cruciform reinforcement connection frame to be fixedly arranged in the shear wall concrete layer in respective nodes region, each rectangle interconnecting piece prolongs respectively
Between the steel wire for extending to the steel bar girder solid model plate of cross node respective direction shear wall body two sides, the rectangle connection
Portion's length be overlapped in corresponding steel mesh transverse direction is according to specific connection request, for example, under normal conditions can be 300mm.
Stirrup on each reinforcing bar connection frame can be in rectangular ring, bind round on the outside of corresponding vertical reinforcement, quantity is
Multiple, upper lower leaf setting can also be in rectangular coil shape, be wrapped on the outside of corresponding vertical reinforcement.It can be according to the prior art
Corresponding stirrup is set on related vertical reinforcement.
The combination of stirrup to related vertical reinforcement can be determined according to the prior art, for example, for T-type, L-type and ten
Font reinforcing bar connection frame, can be with stirrup respectively by the connecting side vertical reinforcement of each rectangle interconnecting piece and sleeper Vertical bar connection
Together, and by these it connects, realizes the whole fixation of reinforcing bar connection frame and being interconnected and fixed for sleeper vertical reinforcement,
For "-" type node, it is believed that not set sleeper, only setting is located at the intracorporal connecting side vertical reinforcement of each side wall, without dark
Column vertical reinforcement, stirrup simultaneously by the vertical reinforcement hoop of each side rectangle interconnecting piece wherein.
In view of the needs of concreting, the T-steel muscle connection frame and the corresponding T font of L-type steel muscle connection frame are cut
Exposed metope 187(at power wall wall and L-type shear wall body node does not have steel bar girder to consolidate on the outside of the metope of form surfacing)
Place can install corresponding movable die plate or permanent template, or the respective side in corresponding reinforcing bar connection frame according to the prior art
The permanent template that upper fixed installation can be docked with corresponding steel bar girder solid model plate.
Referring to Fig. 6-9, the steel bar girder solid model plate include panel 110, steel bar girder 130 and by transverse steel 121(this
In refer to the transverse direction of steel bar girder solid model plate) and longitudinal reinforcement 122(herein refer to the longitudinal direction of steel bar girder solid model plate) steel that connects into
Muscle net, the panel, steel mesh and steel bar girder are connected to one, and can usually process preparation in the factory.
When as shear wall solid model plate, the panel of the steel bar girder solid model plate outwardly, steel bar girder inwardly, by concrete
After being poured into the space between the shear wall solid model plate of two sides, concrete is by the steel bar girder and steel mesh of two sides shear wall solid model plate
Consolidation wherein, forms the main reinforcing bar in shear wall body structure, can according to need the thickness for selecting related reinforcing bar and
Distribution density is to be adapted to shear wall body force request, usually in the not a node region of shear wall body structure without separately setting structure
Make reinforcing bar.
It can according to need the connecting portion setting connection reinforcing bar between steel bar girder solid model plate, it is preferred to use above-mentioned point
Not Shi Yu various nodes reinforcing bar connection frame form.
There are spacing between the steel mesh and steel bar girder and panel of the steel bar girder solid model plate, which passes through cushion block
140 supports and restriction, to form effective thickness of concrete cover in the outside of steel mesh and steel bar girder, to steel mesh
It is protected with steel bar girder, even if after local panel is removed, reinforcing bar can also be wrapped up by effective concrete cover.
Concrete layer is not set on the steel bar girder solid model plate, especially concrete is not set for slab strength
Soil layer avoids weight excessive and influences storage and transportation and in-site installation, and without increasing corresponding equipment, technique because of precast concrete
And time needed for concrete curing and space.Production equipment needed for manufacturing this steel bar girder solid model plate and technique are all
Conventional machining equipment and technique, can be adapted well to plant produced.
It can be sprayed according to actual needs on the steel bar girder solid model plate, especially on the inner surface of its panel
Boundary layer, oxygen barrier fireprotection layer or erosion resistant coating etc..
The panel preferably uses nonmetal plate, can also use other materials or metal and nonmetal composite board.It is non-
Metal decking can using suitable existing building wall board or other be suitable for being machined and can be used as the plate of metope, with
Texture requirement of the people to metope is adapted to, machining mode preferably should be also adapted to and process, help to realize mechanization and oneself
Dynamicization processing after building up, can be cut into groove on the panel for being located at surface, for pipeline installation etc..
For example, the panel can be using wood powder or other biological matter fine particulate/pulverulent material as primary raw material or master
One of raw material is wanted, is mixed with the inorganic material with cementitiousness, through spontaneous curing or the equal suitable way solidification shape that is heating and curing
At corresponding nonmetal plate.This kind of nonmetal plate usually has the intensity of adaptation, indeformable, is adapted to cutting, punching etc.
Machining, and this kind of plate under prior art background for building usually has good flame retardant property.
The thickness of the panel should ensure that the setting requirements with corresponding intensity and finishing or related facility, structure.
The steel mesh is preferably placed between steel bar girder and panel.
Each longitudinal reinforcement on same steel mesh is preferably placed at same plane and is parallel to each other, and each transverse steel is preferably placed at
Same plane and parallel.
The transverse steel of the steel mesh is preferably placed at the nearly panel side of longitudinal reinforcement, preferably and under the steel bar girder
String muscle is in contact.In this case, the cushion block is usually positioned only between transverse steel and panel, and it is further preferred that
Usually multiple cushion blocks are set between each transverse steel and panel, according to actual needs, between parts transversely reinforcing bar and panel
It can also be not provided with cushion block.
The quantity of the steel mesh is set as any amount according to actual needs, and usually one layer, can be an independence
Mesh sheet is also possible to multiple independent mesh sheet and is mutually spliced, and the quantity of the steel bar girder is set as appointing according to actual needs
Meaning quantity, it is usually multiple, for example, two, three or four.
When between the steel mesh and the panel be equipped with for limit between the two away from cushion block when, the reinforcing bar of the cushion block
Net side surface is preferably provided with transverse steel locating slot, and the lateral steel on the cushion block being in contact with it is arranged in the transverse steel
On muscle locating slot, the assembly and fixation of steel mesh are thereby facilitated.
The transverse steel locating slot can be rectangular channel, arc groove, V-shaped groove, U-lag or any other suitable form.
When for rectangular channel, groove depth should usually be not more than the diameter of the transverse steel；When for arc groove, groove depth should usually be not more than
The radius of the transverse steel.The transverse steel is located on respective transversal reinforcing bar locating slot, determining for transverse steel is facilitated
Position facilitates the steel mesh assembling in the production of steel bar girder solid model plate.
For any one cushion block, at least one transverse steel is usually answered to be pressed in the upper surface of described cushion block, is pressed in described
Transverse steel above cushion block is embedded in the slot of the cushion block upper surface, partially exposes and protrude cushion block surface from slot, with
Guarantee that lower edge muscle corresponding with steel bar girder effectively contacts, is loosened between cushion block and steel bar girder.
Steel mesh in the steel bar girder solid model plate is clipped between steel bar girder and cushion block, is convenient for factory process, can be with
First by the integrally welded steel mesh for forming entirety of the transverse steel and longitudinal reinforcement that form steel mesh, to facilitate processing operation.
Whether can according to need makes transverse steel in steel bar girder solid model plate and longitudinal reinforcement from the respective end of panel
It stretches out, when needing then to stretch out certain length according to connection request when respective direction forms connection reinforcing bar, when not needing in phase
When direction being answered to form connection reinforcing bar, then the transverse steel or longitudinal reinforcement of the direction, which do not extend out, comes, to facilitate storage and transportation and scene
Construction.
For example, a kind of both ends of preferably transverse steel are not exposed from the edge of panel respective end, Zong Xianggang
The upper end of muscle stretches out certain length from panel top edge upwards, and extension 124 is used as the connection reinforcing bar in respective direction,
Do not expose from panel bottom margin the lower end of longitudinal reinforcement.The node that this steel bar girder solid model plate can be used for horizontal direction uses
Connection between the connection of reinforcing bar connection frame, upper and lower level is connected using the connection reinforcing bar extended upward on lower layer's steel bar girder solid model plate
The situation connect.
The steel bar girder usually answers longitudinally disposed (longitudinal direction for herein referring to steel bar girder solid model plate), and lower edge muscle is located at it
Wind up the nearly panel side of muscle and parallel with the longitudinal reinforcement of the steel mesh.
Steel bar girder quantity in the steel bar girder solid model plate is one or more, can be set according to actual needs.
When quantity is multiple, each steel bar girder is parallel to each other.
The steel bar girder can use the prior art of any suitable, can usually be equipped with wind up muscle 131, lower edge muscle
132 and it is fixedly connected on the abdomen muscle 133 to wind up between muscle and lower edge muscle, concrete shape can use the existing skill of any suitable
A kind of common steel bar girder is English truss in art, such as practice, winds up muscle and lower edge muscle is distributed in isosceles triangle, two sides are divided
The abdomen muscle of wind up muscle and corresponding side lower edge muscle She Zhi not be connected, the abdomen muscle is generally wavy or zigzag, top are welded
It is winding up on muscle, bottom is welded on the lower edge muscle of corresponding side.
The longitudinal reinforcement of lower edge muscle and steel mesh in the steel bar girder is parallel to each other and does not contact with each other, and collectively forms
The longitudinal reinforcement of solid model plate.
Steel bar girder can be set according to concrete conditions such as solid model board width and stress.When being equipped with multiple steel bar girders,
Each steel bar girder is parallel to each other and identical as the spacing of the panel.Under normal conditions, each steel bar girder can be equidistant
Distribution.
The cushion block is preferably provided at the position of the lower edge muscle corresponding to the steel bar girder, same lower edge muscle and panel it
Between cushion block quantity be it is multiple.
The cushion block can be fixed on panel by the way of any suitable.For example, when using wooden cushion block, it is described
Cushion block preferably passes through the fastening of self-tapping screw 146 on the panel to facilitate machine-building, can also use its other party such as bonding
Formula realizes fixation of the cushion block on panel.By the setting of cushion block, so that being formed between steel mesh and steel bar girder and panel true
Fixed spacing, the Concrete Filled poured form effective concrete cover, specific thickness in the pitch space, to reinforcing bar
It can be set according to actual needs.
The aforementioned nonmetallic materials as panel are also used as cushion block, and the cushion block of this material is easy to viscous with panel
Knot, be easy to slot punching, can adapt to tapping screw fastening etc., similar with the cushion block processability of pure timber preparation, and not
Hygroscopic and deformation.For the convenience in statement, aforesaid way preparation will be used using wood materials as the panel of main material or pad
Block is referred to as wood panel or wooden cushion block.
The cushion block can also be using other appropriate materials such as plastics, when setting is used for fixed steel bars truss lower edge on cushion block
When the clamping structure of muscle, the manufacture of cushion block is easier to using plastic material and advantageously ensures that using effect.
For the cushion block pad between the lower edge muscle and panel of steel bar girder, the transverse steel of steel mesh is located at steel bar girder
It between lower edge muscle and cushion block, is placed on the reinforcing bar locating slot of remote panel side surface of cushion block, partially or substantially all falls into phase
In the reinforcing bar locating slot answered, the transverse steel is usually in contact with the lower edge muscle of steel bar girder, keeps certain by connector
Mutual extrusion power, to guarantee the globality of steel bar girder solid model plate, since steel bar girder, transverse steel, cushion block and panel are tight
Close to be tightly pressed together, transverse steel does not have activity surplus in the longitudinal direction, and is not in slide laterally.
Be set to cushion block quantity between the same lower edge muscle of the same steel bar girder and panel be it is multiple, along lower edge muscle
Extending direction is equidistant or unequal spacing regular distribution.
Referring to Figure 10-13, steel bar girder and panel can be fastened together using connector.Alternatively, by reinforcing bar
Truss is fastened together with cushion block, meanwhile, cushion block should be securely fixed with panel and connect.It will be in steel bar girder solid model plate
Each part is fixedly connected as an entirety, to facilitate carrying and on-site hoisting, guarantees that the position of each part is constant.
The shape and distribution mode of the connector can use the prior art of any suitable.
A kind of preferred embodiment of the connector is inverted V-shaped connector, inverted V shaped, is buckled in corresponding reinforcing bar purlin
On frame, two stabilizer blades 162 of bottom are fastened on panel 110 by self-tapping screw 166 or other suitable way respectively, according to
It needs, can also be fixed on cushion block, and cushion block is fixed on panel, so that steel bar girder, armored concrete, pad
Block and panel are fixed as one.
The specific configuration of above-mentioned inverted V-shaped connector are as follows: main part is in generally in other words inverted V-arrangement or U-shaped, is equipped with
The bottom end of two sides side plate 161, the side plate is equipped with stabilizer blade 162, and the stabilizer blade is preferably in the tabular flexed outward, and can be set
There is the through-hole that can pass through screw, this connector is buckled on corresponding steel bar girder by when use, two stabilizer blades of bottom
Respectively by self-tapping screw 166 or other suitable way fastening on the panel, can by steel bar girder, be located at steel bar girder
Reinforcing bar or steel mesh between bottom, the cushion block between steel bar girder and panel tighten together with the panel, this
Kind connecting-piece structure is simple and connection is firm, and load-bearing capacity is relatively large, after according to bearing requirements, enough quantity is set, permission
Directly sling by the muscle that winds up.This connector and its mounting means can be adapted to the automation processing of solid model plate with arriving very much.
Another preferred embodiment of the connector is U-shaped connector, and overall shape is in U-shape, and uses buckle-type, if
There are two opposite snap-gauge 171, the two snap-gauges opposite tilt setting, the spacing on top is small, and lower part spacing is big, and top is all provided with
There is inside hook 172, the two sides lower edge muscle of the steel bar girder is stuck in the snap-gauge of corresponding side.
The specific configuration of this connector can be with are as follows: two snap-gauge is elastic snap-gauge, is fixedly connected on snap-gauge panel 175
On, the top spacing of two snap-gauges is small under free state, and lower part spacing is big, and the hook 171 on top extends internally, the snap-gauge panel
It is fixedly mounted on corresponding cushion block 140, two snap-gauge can also be directly fixedly mounted on the cushion block, in this case
It can be considered that the snap-gauge panel and the panel are integrated, not clear boundaries.The two sides lower edge muscle 131 of the steel bar girder
It is stuck in the snap-gauge of corresponding side, this connector is passed through spiral shell by the flute profile area 173 into below the hook of corresponding snap-gauge top
It clenches the suitable way such as solid, bonding to install on corresponding cushion block, forms the connection component for having cushion block, it can be by this connection component
It is fastened on the panel by tapping screw 176, the two sides lower edge muscle of steel bar girder is directed at two snap-gauges and is put down, by reinforcing bar
The gravity of truss itself can strut the top of two snap-gauges, fall between two snap-gauges, and lower edge muscle enters snap-gauge and its top is curved
It is hook-shaped at flute profile area, snap-gauge blocks steel bar girder from the two sides of two sides lower edge muscle by itself elastic force, the inclination of snap-gauge
Angle and the size of each part and elastic force can be arranged according to actual needs, be able to enter steel bar girder lower part between two snap-gauges simultaneously
It is stuck.
The snap-gauge panel is equipped with the through-hole for installing screw, can not also preset this through-hole and use certainly
Cushion block is simultaneously fastened on panel by the corresponding through-hole of the direct tapping of tapping.It can be arranged on the top of through-hole for accommodating screw
The expanding slot in head, the vertical elongated slot 174 for covering the extension diameter section can also be opened up, screw in self-tapping screw on the elongated slot, due to
For accommodating the head of self-tapping screw using elongated slot form, can any position vertically screw in self-tapping screw, thus this
Kind elongated slot form is easier to flexible setting self-tapping screw (or the fasteners such as other screws) than aforementioned independent expanding slot form
Position, with ease of assembly operation.
The U-shaped connector preferably uses cushion block snap-gauge integral structure, one-pass molding snap-gauge part and block portion, this
Kind cushion block snap-gauge integral structure can be by as a kind of cushion block equipped with clamping structure.
Another preferred embodiment of the connector is the C-shaped joint, and total structure is C-shaped, is divided into phase
Mutually the C-shaped joint of symmetrical two kinds and the two symmetrical structure should match, and the C-shaped joint of both symmetrical structures is suitable
In cutting the above-mentioned connector being in U-shape from centre, it is divided into left and right two parts, is in respectively positive C-shaped and reverse c-shape, can be referred to as
Left connector and right connector, each connector are provided only with the unilateral snap-gauge of corresponding side, both connectors are respectively used to block
Corresponding lower edge muscle at left and right sides of steel bar girder, relative to the same steel bar girder, left connector and right connector can be symmetrical
Setting, can also vertically alternate setting, be alternately distributed.
The left connector and right connector preferably use cushion block snap-gauge integral structure, are formed while having cushion block effect
It can be metalwork with the Integrated connector of connector effect, or plastic part uses other materials.
Cushion block and connector can be selected, according to actual needs to realize required connection type.For example, the reinforcing bar purlin
In frame solid model plate, the steel mesh, steel bar girder and panel the mode that is fixedly connected can be with are as follows: the steel bar girder passes through connection
Part is fixedly connected with the panel, in turn, the steel mesh and the cushion block is clipped in and fixed between the two with realizing.In this feelings
Under shape, the panel, cushion block, steel mesh and steel bar girder successively between no longer can separately be arranged and be fixedly connected.But usually may be used
It is fixedly mounted on panel by using bonding, fastened by screw and in a manner of nailing etc. by cushion block, with operation convenient for assembly, improves steel
The bonding strength and reliability of muscle truss solid model plate.
When being equipped with the cushion block for limiting spacing between the steel mesh and the panel, the steel bar girder solid model plate
In steel mesh, steel bar girder and panel the mode that is fixedly connected can be with are as follows: the steel bar girder by connector with it is described
Cushion block is fixedly connected and the cushion block is fixedly mounted on the panel, so by steel mesh be clipped in cushion block and steel bar girder it
Between.Due to this clamping action, especially because being provided with the locating slot cooperated with transverse steel on cushion block, steel mesh is clamped
After be difficult to move, do not need separately to fix to steel mesh again.
Under above-mentioned connection type, the inverted V-shaped connector can be used for realizing consolidating for the steel bar girder and the panel
Fixed connection can be used for realizing being fixedly connected for the steel bar girder and the cushion block.
The U-shaped connector or C-shaped joint can be used to implement being fixedly connected for the steel bar girder and the cushion block,
The left connector and right connector are vertically preferably alternately arranged or are arranged symmetrically, the left connector and right connector
Unilateral snap-gauge be stuck in the lateral outer side of the steel bar girder corresponding side lower edge muscle.
It can will be considered as on cushion block with the integrated U-shaped connector of cushion block or C-shaped joint and be used to connect reinforcing bar purlin
This cushion block is considered as the cushion block equipped with clamping structure by the clamping structure of frame.
For manufacture and storage and transport process in convenience, and be conducive to steel bar girder globality, in the system of steel bar girder solid model plate
During making, cushion block is first usually placed on the setting position on panel, the side such as fastens, nail, bonding by tapping screw
Formula is fixed on the panel by the cushion block, then steel mesh is placed on cushion block again, the respective transversal steel on steel mesh
Muscle is placed on the reinforcing bar locating slot of corresponding cushion block, is thus facilitated the laying and positioning of steel mesh, is then put by steel bar girder
It sets on steel mesh, steel bar girder is tightened together with panel by connector, or pass through the snap-gauge on cushion block/card slot knot
Structure fixes corresponding lower edge muscle, and steel bar girder solid model plate is consequently formed.
In the manufacturing process of steel bar girder solid model plate, usually panel is lain in the following, being sequentially placed pad from bottom to top
Block, steel mesh and steel bar girder, due to steel bar girder lower edge muscle and longitudinal reinforcement be all located above transverse steel and with transverse direction
Reinforcing bar is in contact, it is believed that is in the same plane.
In steel bar girder solid model board manufacturing process, usually should first by longitudinal reinforcement and transverse steel welding networking after again into
Luggage is matched, being conducive to improve the globality of steel mesh, preventing reinforcing bar mobile or being detached from, it is particularly advantageous to processing is automated,
The movement of processing equipment is reduced, production efficiency is improved.
Spacing between the panel of two sides shear wall solid model plate constitutes the thickness of shear wall body, in steel bar girder solid model plate
Reinforcing bar and node at the reinforcing bar of reinforcing bar connection frame constitute the main reinforcing bar of shear wall body, except needed in some cases
Outside a small amount of dowel, separately cloth muscle is not needed, live effect is thus greatly facilitated.
It can realize that the drawknot of two sides shear wall solid model plate is fixed using prior arts such as split bolts, due to connecting laterally
Reinforcing bar connection frame is equipped in the shear wall body of socket part position, reinforcing bar connection frame is supported between the steel mesh of two sides solid model plate, can
To carry out drawknot support as the supporting element between the solid model plate of two sides using reinforcing bar connection frame, between guaranteeing between two sides solid model plate
Away from, it may be necessary to mat piece is set between reinforcing bar connection frame and the steel mesh of one or both sides shear wall solid model plate, to be formed
The spacing needed, these mat pieces can be described as additional support using any suitables forms such as existing cushion block forms.
Since reinforcing bar connection frame is prefabricated three-dimensional steel bar framework, steel bar girder solid model plate is also prefabricated three-dimensional knot
Structure, can directly erect be placed on it is corresponding on the basis of, it is easier than existing template and existing connection reinforcing bar to install
It is more.
The construction of steel-frame structure can be according to the prior art, and edge member and the interlayer connection of shear wall body can be with
According to the prior art, the connection between shear wall body and steel-frame structure and other components can also use the prior art.
Several standardized steel bar girders can be designed and consolidate template specification, in favor of industrialized production, when designing and building,
It can according to need the steel bar girder solid model plate for adapting to specification when design and use.
Can be carried out using conventional concreting and maintenance method the utility model relates to concreting and support
Shield can be vibrated using existing conventional vibration mode.It can realize that each section casting concrete is being tied according to the prior art
Close contacting with each other and consolidating for position.
It can according to need, several ventholes are set on the panel of steel bar girder solid model plate, in order to which concrete is discharged
The air entrapment for pouring and being formed in vibration processes.
Above-mentioned venthole can be set before steel bar girder solid model plate dispatches from the factory.For example, in panel close to the position (example of quadrangle
Such as, from the position of each side edge 15mm) punching, it can also be easy to occur after steel bar girder solid model plate in-site installation is fixed
The punching of the scene such as position electric drill of bubble hole, since panel is adapted to be machined, this hole knockout is also very easy to.
It is disclosed by the utility model it is each preferably with optional technological means, unless otherwise indicated and a preferred or optional skill
Art means are that further limiting for another technological means is outer, can form several different technical solutions in any combination.
Claims (10)
1. a kind of reinforcing concrete drain pipe building, including steel-frame structure and it is set to the steel-frame structure
In shear wall body, it is characterised in that the shear wall body mainly by be located at wall two sides shear wall solid model plate and pour
Shear wall concrete layer between the shear wall solid model plate of two sides is constituted, and the shear wall solid model plate uses steel bar girder solid model
Plate, the panel of the shear wall solid model plate is towards wall outer side, and steel bar girder is towards on the inside of wall, on the shear wall solid model plate
Steel mesh and steel bar girder be fixedly arranged in the shear wall concrete layer, the steel bar girder solid model plate includes panel and is located at
The steel mesh and steel bar girder of the panel side, the panel uses nonmetallic panel, in the steel bar girder solid model plate
Panel constitutes the permanent template of shear wall body, and the steel mesh and steel bar girder in the steel bar girder solid model plate constitute shear wall
Reinforcing bar in concrete layer.
2. reinforcing concrete drain pipe building as described in claim 1, it is characterised in that the steel bar girder solid model
Steel mesh in plate is between steel bar girder and panel, between being equipped between the steel mesh and panel for limiting between the two
Away from cushion block.
3. reinforcing concrete drain pipe building as claimed in claim 2, it is characterised in that the cushion block is arranged in institute
It states between the lower edge muscle of steel bar girder and the panel, the cushion block quantity between same lower edge muscle and panel is multiple.
4. reinforcing concrete drain pipe building as claimed in claim 2, it is characterised in that the steel bar girder solid model
The steel mesh of plate is formed by connecting by several longitudinal reinforcements and several transverse steels, and each longitudinal reinforcement on same steel mesh is located at same
It one plane and is parallel to each other, each transverse steel is generally aligned in the same plane and parallel, and the transverse steel of the steel mesh is located at longitudinal
The nearly panel side of reinforcing bar is in contact with the lower edge muscle of the steel bar girder, and the steel bar girder is longitudinally disposed, and lower edge muscle is located at
The nearly panel side of its muscle that winds up is simultaneously parallel with the longitudinal reinforcement of the steel mesh, the steel bar girder in the steel bar girder solid model plate
Quantity is one or more, and when quantity is multiple, each steel bar girder is parallel to each other.
5. reinforcing concrete drain pipe building as claimed in claim 2, it is characterised in that the steel mesh of the cushion block
Side surface is equipped with transverse steel locating slot, and the positioning of the transverse steel on the cushion block being in contact with it is arranged in the transverse steel
On slot.
6. reinforcing concrete drain pipe building as claimed in claim 2, it is characterised in that the steel bar girder solid model
In plate, the steel mesh, steel bar girder and the mode that is fixedly connected of panel are following any:
The steel bar girder is fixedly connected by connector with the panel；Alternatively,
When being equipped with the cushion block for limiting spacing between the steel mesh and the panel, the steel bar girder passes through connector
It is fixedly connected with the cushion block and the cushion block is fixedly connected on the panel.
7. reinforcing concrete drain pipe building as claimed in claim 6, it is characterised in that the connector is following
It is any:
The connector is inverted V-shaped connector, for realizing being fixedly connected for the steel bar girder and the panel, or is used for
Realize being fixedly connected for the steel bar girder and the cushion block, the inverted V-shaped connector is inverted V shaped, is buckled in corresponding reinforcing bar purlin
On frame, two stabilizer blades of bottom are respectively fixedly connected on the panel or the corresponding cushion block；
The connector is U-shaped connector or C-shaped joint, is connected for realizing the steel bar girder and the fixed of the cushion block
It connects, the U-shaped connector is equipped with symmetrical left and right snap-gauge, and the left and right snap-gauge is connected to the one as the cushion block
Change in pedestal or independent seats, the left and right snap-gauge is stuck in the lateral outer side of the steel bar girder corresponding side lower edge muscle；Institute
Stating C-shaped joint includes symmetrical two kinds of forms of left connector and right connector, and the C-shaped joint of both forms is matched
Set use, the left connector and right connector are respectively equipped with the unilateral snap-gauge of respective corresponding side, and the unilateral side snap-gauge is connected to
On integrated base or independent seats, the integrated base and the cushion block are one, and the independent seats are individual parts
And on the cushion block being fixedly connected, the left connector and right connector are vertically alternately arranged or are arranged symmetrically, institute
The unilateral snap-gauge for stating left connector and right connector is stuck in the lateral outer side of the steel bar girder corresponding side lower edge muscle.
8. reinforcing concrete drain pipe building as claimed in claim 1, it is characterised in that the reinforcing bar purlin
Frame solid model plate is vertically arranged, and the steel bar girder solid model plate of shear wall body two sides is arranged symmetrically, and the opposite steel bar girder in two sides is solid
The panel of template is equal in magnitude, when the same layer shear wall solid model plate on same shear wall metope is by multiple steel bar girder solid model plate water
Flat when being spliced, there are gaps between the panel of horizontally adjacent steel bar girder solid model plate.
9. reinforcing concrete drain pipe building as claimed in claim 8, it is characterised in that when same shear wall metope
On same layer shear wall solid model plate when being spliced by multiple steel bar girder solid model plate levels, wall forms a word in join domain
Type node, the shear wall body of the "-" type node is interior to be equipped with "-" type reinforcing bar connection frame, the "-" type reinforcing bar connection frame
Including connecting side vertical reinforcement and stirrup, the upright projection of the stirrup is in rectangle, and the connecting side vertical reinforcement is located at
The four corners of the rectangular vertical projection of stirrup are simultaneously fixedly connected with the stirrup, and the "-" type reinforcing bar connection frame is fixedly arranged at accordingly
In the shear wall concrete layer at position, left and right two parts in transverse direction respectively constitute the company of two rectangles in respective direction
Socket part, each rectangle interconnecting piece extend respectively to the steel bar girder solid model plate of the connecting node two sides wall steel wire it
Between；
When, there are when T-type node, the shear wall body of the T-type node is interior equipped with T-steel muscle connection frame, institute in shear wall body
State that T-steel muscle connection frame is T-shaped, three rectangle interconnecting pieces including T-type distribution, the intersection part of three rectangle interconnecting pieces
Equipped with the sleeper vertical reinforcement for being distributed in same rectangle four corners, the outer end of each rectangle interconnecting piece, which is equipped with, is distributed in its end
Connecting side vertical reinforcement at portion's two corners, the connecting side vertical reinforcement and sleeper vertical reinforcement are connected as by corresponding stirrup
The upright projection of one, the stirrup is in rectangle, is bound round on corresponding connecting side vertical reinforcement, sleeper vertical reinforcement respectively
On upper or connecting side vertical reinforcement and sleeper vertical reinforcement, the T-steel muscle connection frame is fixedly arranged at the shearing of corresponding site
In wall concrete layer, each rectangle interconnecting piece extends respectively to the steel wire of the steel bar girder solid model plate of each side wall body of T-type node
Between net；
When, there are when L-type node, the shear wall body of corresponding L-type node is interior equipped with L-type steel muscle connection frame, described in shear wall
L-type steel muscle connection frame is L-shaped, and two rectangle interconnecting pieces including L-type distribution, the intersection part of two rectangle interconnecting pieces is set
It is distributed the sleeper vertical reinforcement in same rectangle four corners, the outer end of each rectangle interconnecting piece, which is equipped with, is distributed in its end
Connecting side vertical reinforcement at two corners, the connecting side vertical reinforcement and sleeper vertical reinforcement are connected as one by corresponding stirrup
The upright projection of body, the stirrup is in rectangle, is bound round respectively in corresponding connecting side vertical reinforcement and sleeper vertical steel
On muscle or on the sleeper vertical reinforcement, the L-type steel muscle connection frame is fixedly arranged at the shear wall concrete of corresponding site
In layer, each rectangle interconnecting piece is extended respectively between the steel wire of the steel bar girder solid model plate of each side wall body of L-type node；
When, there are when cross node, the interior cruciform reinforcement that is equipped with of the shear wall body of corresponding cross node connects in shear wall
Frame is connect, the cruciform reinforcement connection frame is in cross, four rectangle interconnecting pieces including cross distribution, four rectangles
The intersection part of interconnecting piece is equipped with the sleeper vertical reinforcement for being distributed in same rectangle four corners, the outer end of each rectangle interconnecting piece
It is equipped with the connecting side vertical reinforcement being distributed at its end two corners, the connecting side vertical reinforcement and sleeper vertical reinforcement pass through
Corresponding stirrup is connected as one, and the upright projection of the stirrup is in rectangle, is bound round respectively in corresponding connecting side vertical steel
On muscle, on sleeper vertical reinforcement or on connecting side vertical reinforcement and sleeper vertical reinforcement, the cruciform reinforcement connection frame consolidation
In the shear wall concrete layer of corresponding site, each rectangle interconnecting piece extends respectively to each side wall body of cross node
Steel bar girder solid model plate steel wire between.
10. reinforcing concrete drain pipe building as claimed in claim 8, it is characterised in that when same shear wall wall
When body is equipped with multistory reinforced truss solid model plate, there are spacing between the panel of neighbouring steel bar girder solid model plate, described
The lower end of vertical reinforcement in the steel mesh of steel bar girder solid model plate is without departing from the corresponding end margin of panel, and upper end is beyond panel
Corresponding end margin simultaneously stretches out upwards, forms the connection reinforcing bar for connecting with upper wall structure, the steel bar girder solid model
The both ends of transverse steel in the steel mesh of plate are without departing from the corresponding end margin of panel.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821689998.0U CN209194694U (en) | 2018-10-18 | 2018-10-18 | A kind of reinforcing concrete drain pipe building |
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|---|---|---|---|
| CN201821689998.0U CN209194694U (en) | 2018-10-18 | 2018-10-18 | A kind of reinforcing concrete drain pipe building |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684943A (en) * | 2021-07-08 | 2021-11-23 | 山东华海人防规划设计有限公司青岛分公司 | Assembly integral type concrete man-proof airtight wall |
| CN116480044A (en) * | 2023-06-26 | 2023-07-25 | 北京工业大学 | Form removal-free steel bar truss single steel plate-concrete combined shear wall |
-
2018
- 2018-10-18 CN CN201821689998.0U patent/CN209194694U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684943A (en) * | 2021-07-08 | 2021-11-23 | 山东华海人防规划设计有限公司青岛分公司 | Assembly integral type concrete man-proof airtight wall |
| CN116480044A (en) * | 2023-06-26 | 2023-07-25 | 北京工业大学 | Form removal-free steel bar truss single steel plate-concrete combined shear wall |
| CN116480044B (en) * | 2023-06-26 | 2023-11-10 | 北京工业大学 | Form removal-free steel bar truss single steel plate-concrete combined shear wall |
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