CN212562462U - Reinforcing auxiliary device and reinforcing system of shear wall template - Google Patents
Reinforcing auxiliary device and reinforcing system of shear wall template Download PDFInfo
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- CN212562462U CN212562462U CN202020952459.2U CN202020952459U CN212562462U CN 212562462 U CN212562462 U CN 212562462U CN 202020952459 U CN202020952459 U CN 202020952459U CN 212562462 U CN212562462 U CN 212562462U
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Abstract
The utility model provides a pair of shear force wall template's reinforcement auxiliary device and reinforcerment system uses with the reinforcement cooperation, the reinforcement include: a plurality of reinforcement bodies; the reinforcement assistance device includes: the first connecting piece and the first bayonet lock; the first connecting member includes: the first connecting plate body is provided with a plurality of first jacks; the two first connecting plate bodies are connected in a right angle; when the connecting plate is matched with the reinforcing piece for use, the two first connecting plate bodies are respectively arranged at the tops of the two reinforcing piece bodies in parallel correspondingly and are in abutting connection with the reinforcing piece bodies; the first jack and the bolt hole arranged on the reinforcement body are positioned on the same vertical plane; first clamping pins are inserted in the two first connecting plate bodies, and the reinforcing member bodies are fixedly connected with the first connecting pieces after the first clamping pins sequentially penetrate through the first jacks and the bolt holes; the utility model discloses have the nimble convenient beneficial effect of installation, be applicable to the building engineering field.
Description
Technical Field
The utility model relates to a building engineering's technical field, concretely relates to reinforcement auxiliary device and reinforcerment system of shear wall template.
Background
The reinforced concrete structure is the main structural form of modern buildings or structures, wherein the shear wall is also called as a wind-resistant wall and an earthquake-resistant wall, and is a wall body which mainly bears horizontal load and vertical load caused by wind load or earthquake action and prevents the shear damage of the structure. With the integral pouring of walls, columns, beams and plates, although the forming quality of a concrete structure is obviously improved, the fixing of the templates at the end parts of the shear wall is often insecure, and phenomena such as mold expansion, deformation, displacement and the like are easily generated, so that the common quality problems of the concrete such as irregular forming, surface bending deformation, external inclination of internal and external corners and the like are caused.
At present, in building engineering, the hoops are usually adopted for reinforcing the internal corners of the shear walls to connect in the horizontal direction, workers are difficult to operate, and the shear walls need to be typeset according to drawings, so that the standard parts are more in specification and size, and certain difficulty can be caused to production of factories, classification of field reinforcements and operation of the workers.
SUMMERY OF THE UTILITY MODEL
To the not enough that exists in the correlation technique, the utility model discloses the technical problem that will solve lies in: the reinforcing auxiliary device and the reinforcing system for the shear wall template are flexible and convenient to install.
In order to solve the technical problem, the utility model discloses a technical scheme does:
a reinforcing auxiliary device of a shear wall template is used with a reinforcing member, wherein the reinforcing member comprises: the reinforcing member bodies are arranged on the outer side of the shear wall template in an end-to-end connection mode and are of a frame type structure; the reinforcement assistance device includes: the first connecting piece and the first bayonet lock; the first connecting member includes: the first connecting plate bodies are arranged at the internal corners of the shear wall template and are provided with a plurality of first jacks; the two first connecting plate bodies are connected in a right angle manner, and the first jacks arranged on the two first connecting plate bodies are positioned on the same horizontal plane; when the connecting plate is matched with the reinforcing piece for use, the two first connecting plate bodies are respectively arranged at the tops of the two reinforcing piece bodies in parallel correspondingly and are in abutting connection with the reinforcing piece bodies; the first jack and the bolt hole arranged on the reinforcement body are positioned on the same vertical plane; first bayonet locks are arranged on the two first connecting plate bodies in an inserted mode, and the first bayonet locks sequentially penetrate through the first jacks and the bolt holes to enable the reinforcing member bodies to be fixedly connected with the first connecting pieces.
Preferably, the first connecting plate body is of an I-shaped steel structure, and the first insertion hole is formed in a web plate of the first connecting plate body.
Preferably, the two first connecting plate bodies are of an integrally formed structure.
Preferably, the first connecting member is made of a steel material of QB.
Preferably, the first bayonet is a wedge.
Accordingly, a reinforcement system for a shear wall form, comprising: a reinforcement member and reinforcement aid for use in combination, said reinforcement member comprising: the reinforcing member bodies are arranged on the outer side of the shear wall template in an end-to-end connection mode and are of a frame type structure, and bolt holes are formed in the reinforcing member bodies; the reinforcing auxiliary device is any one of the reinforcing auxiliary devices; when the two first connecting plate bodies are mutually matched for use, the two first connecting plate bodies are respectively correspondingly arranged on the tops of the two reinforcing member bodies in parallel and are connected with the reinforcing member bodies in a butting way; the first jacks and the bolt holes are located on the same vertical plane, first clamping pins are inserted into the two first connecting plate bodies, and the first clamping pins sequentially penetrate through the first jacks and the bolt holes to enable the reinforcing member bodies and the first connecting members to be fixedly connected.
Preferably, the reinforcing member body is a hollow steel pipe structure with a rectangular cross section, one end of the reinforcing member body is provided with a connector, and the other end of the reinforcing member body is provided with a connecting hole into which the connector is inserted; be provided with the slot hole that runs through its two curb plates on the reinforcement body, the slot hole is used for cartridge split bolt, or is used for when two reinforcement bodies connect perpendicularly, cartridge connector.
Preferably, the bolt hole is a through hole penetrating through the bottom plate and the top plate of the reinforcement body.
Preferably, the method further comprises the following steps: the second connecting piece and the second clamping pin are matched with the reinforcing piece; the second connector includes: the second connecting plate body is provided with a plurality of second jacks; when the connecting plate is matched with the reinforcing piece for use, two ends of each second connecting plate body respectively penetrate through the long holes of the two reinforcing piece bodies, so that at least one second inserting hole is formed in the end part of each second connecting plate body and is positioned outside the reinforcing piece body; two the tip of second connecting plate body, and be located the outside second jack interpolation of reinforcement body and be equipped with the second bayonet lock to make second bayonet lock and reinforcement body conflict and be connected, two the second bayonet lock make second connecting plate body chucking set up between two reinforcement bodies.
Preferably, the second connecting plate body is of an I-shaped steel structure, and the second insertion holes are formed in a web plate of the second connecting plate body.
The utility model has the advantages of:
1. the utility model relates to a reinforcement auxiliary device and reinforcerment system of shear force wall template, during the use: firstly, a plurality of reinforcing member bodies are connected end to end and arranged at the outer side of the shear wall template to form a frame type structure, and then two first connecting plate bodies arranged at the internal corner of the shear wall template in the utility model and respectively corresponding are arranged at the tops of the two reinforcing member bodies in parallel and are in abutting connection with the reinforcing member bodies; in the process, the first jack and the bolt hole arranged on the reinforcement body are positioned on the same vertical plane; finally, inserting first clamping pins into the two first connecting plate bodies, and after the first clamping pins sequentially penetrate through the first jacks and the bolt holes, enabling the reinforcing member bodies to be fixedly connected with the first connecting members; in the utility model, the reinforcing of the internal corner of the shear wall template can be completed without arranging parts such as reinforcing member bodies, connecting members, fixing members and the like with specific specifications at the internal corner of the shear wall template, the connecting structure is simple, the operation is easy, the mounting efficiency of workers is improved, and the integrity is good; in addition, through setting up the connection of two first connecting plate bodies and reinforcement body in the reentrant corner department of shear wall template to through the mode that first bayonet lock is connected, can not appear sliding, not hard up phenomenon, improved whole loading capacity, also improved whole engineering quality.
2. The utility model provides a first connecting plate body is the I-steel structure, compares with traditional steel pipe connection spare, has light in weight's characteristics, can reduce the whole weight of consolidating auxiliary device, and the main, the stupefied contact surface of inferior back of the body is "face", has increased lifting surface area, has guaranteed roughness, the straightness that hangs down after concrete placement.
3. The utility model provides a first bayonet lock is the sloping, and when the installation, the sloping has intensity big, firm stable, the effectual characteristics of construction with the mating reaction in first jack and bolt hole.
4. The utility model discloses in, through the cooperation of connector and connecting hole, can realize that the linear type between a plurality of reinforcement bodies is connected, through the cooperation of connector and slot hole, can realize the perpendicular connection between a plurality of reinforcement bodies, the connected mode is nimble, and the practicality is strong.
Drawings
Fig. 1 is a schematic structural view of a reinforcement auxiliary device for a shear wall formwork according to an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a reinforcing system of a shear wall formwork according to an embodiment of the present invention;
fig. 3 is a schematic structural diagram of a reinforcing member according to a second embodiment of the present invention;
fig. 4 is a schematic view of the installation of the present invention on a shear wall form;
FIG. 5 is an enlarged view of a portion of FIG. 4 at A1;
FIG. 6 is an enlarged fragmentary view taken at A2 in FIG. 4;
in the figure: 1 is a reinforcing member body, 2 is a first connecting piece, 3 is a first bayonet lock, 4 is a second connecting piece, and 5 is a second bayonet lock;
the bolt hole 11, the connector 12, the connecting hole 13 and the long hole 14 are respectively arranged on the base plate;
21 is a first connecting plate body, and 22 is a first jack;
41 is a second connecting plate body, and 42 is a second insertion hole.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention; based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Next, the present invention will be described in detail with reference to the schematic drawings, and in the detailed description of the embodiments of the present invention, for convenience of illustration, the sectional view showing the device structure will not be enlarged partially according to the general scale, and the schematic drawings are only examples, and should not limit the scope of the present invention. In addition, the three-dimensional dimensions of length, width and depth should be included in the actual fabrication.
An embodiment of a reinforcement assisting device and a reinforcement system for a shear wall formwork is described in detail below with reference to the accompanying drawings.
Example one
Fig. 1 is a schematic structural view of a reinforcement auxiliary device for a shear wall formwork according to an embodiment of the present invention; fig. 2 is a schematic structural view of a reinforcing system of a shear wall template provided in an embodiment of the present invention, as shown in fig. 1 and 2, a reinforcing auxiliary device of a shear wall template is used in cooperation with a reinforcing member, where the reinforcing member includes: the reinforcing member bodies 1 are arranged on the outer side of the shear wall template in an end-to-end connection mode and are of a frame type structure; the reinforcement assistance device includes: a first connecting piece 2 and a first bayonet 3; the first connecting member 2 includes: the shear wall comprises two first connecting plate bodies 21 arranged at the internal corners of a shear wall template, wherein a plurality of first insertion holes 22 are formed in the first connecting plate bodies 21; the two first connecting plate bodies 21 are connected in a right angle, and the first jacks 22 arranged on the two first connecting plate bodies 21 are positioned on the same horizontal plane; when the connecting plate is matched with a reinforcing member for use, the two first connecting plate bodies 21 are respectively correspondingly arranged at the tops of the two reinforcing member bodies 1 in parallel and are in abutting connection with the reinforcing member bodies 1; the first jack 22 and the bolt hole 11 arranged on the reinforcement body 1 are positioned on the same vertical plane; first bayonet locks 3 are respectively inserted on the two first connecting plate bodies 21, and the first bayonet locks 3 sequentially pass through the first jacks 22 and the bolt holes 11 to fixedly connect the reinforcing member body 1 and the first connecting member 2
The embodiment further provides a schematic structural diagram of a reinforcing system of a shear wall formwork, as shown in fig. 2, 6, the reinforcing system of a shear wall formwork includes: a reinforcement member and reinforcement aid for use in combination, said reinforcement member comprising: the reinforcing member comprises reinforcing member bodies 1, wherein a plurality of reinforcing member bodies 1 are connected end to end and arranged on the outer side of a shear wall template and are of a frame type structure, and bolt holes 11 are formed in the reinforcing member bodies 1; the reinforcing auxiliary device is the reinforcing auxiliary device; when the two first connecting plate bodies 21 are matched with each other for use, the two first connecting plate bodies 21 are respectively correspondingly arranged at the tops of the two reinforcing member bodies 1 in parallel and are connected with the reinforcing member bodies 1 in an abutting mode; the first jack 22 and the bolt hole 11 are positioned on the same vertical plane; all the cartridges of the two first connecting plate bodies 21 are provided with first bayonet pins 3, and the first bayonet pins 3 sequentially pass through the first jacks 22 and the bolt holes 11 to fixedly connect the reinforcing member body 1 and the first connecting member 2.
In this embodiment, the first connecting plate body 21 is of an i-beam structure, and the first insertion hole 22 is disposed on a web of the first connecting plate body 21; specifically, the two first connecting plate bodies 21 are of an integrally formed structure, and the first connecting piece 2 is made of a steel material of Q345B.
Fig. 4 is a schematic view of the installation of the present invention on a shear wall form; FIG. 5 is an enlarged view of a portion of FIG. 4 at A1; as shown in fig. 4 and 5, the auxiliary reinforcing device and the reinforcing system for a shear wall formwork provided in this embodiment are used after the shear wall formwork is assembled, generally, after the shear wall formwork is assembled, vertical ridges are respectively installed on two sides, a hole is cut in the shear wall formwork, a through-wall pipe is inserted into the hole, a tie bolt is arranged in the through-wall pipe, and then the formwork is fixed.
In order to fix the template, when in use: firstly, connecting a plurality of reinforcing member bodies 1 end to end on the outer side of a shear wall template to form a frame type structure, and in the process, penetrating the reinforcing member bodies 1 into split bolts; then, two first connecting plate bodies 21 which are arranged at the internal corner of the shear wall template in the utility model are respectively arranged at the tops of two reinforcing member bodies 1 in parallel and are in abutting connection with the reinforcing member bodies 1; in this process, the first insertion hole 22 and the plug hole 11 provided in the reinforcement body 1 are positioned on the same vertical plane; finally, the two first connecting plate bodies 21 are inserted with first bayonet pins 3, and the first bayonet pins 3 sequentially pass through the first insertion holes 22 and the bolt holes 11, so that the reinforcement body 1 is fixedly connected with the first connecting piece 2.
In the embodiment, the reinforcing at the internal corner of the shear wall template can be completed without arranging parts such as reinforcing piece bodies, connecting pieces, fixing pieces and the like with specific specifications at the internal corner of the shear wall template, the connecting structure is simple, the operation is easy, the mounting efficiency of workers is improved, and the integrity is good; in addition, through setting up two first connecting plate bodies 21 and the reinforcing member body 1 of the internal corner department of shear wall template being connected to through the mode that first bayonet lock 3 is connected, can not appear sliding, not hard up phenomenon, improved whole loading capacity, also improved whole engineering quality.
Specifically, the utility model provides a first connecting plate body 21 is the I-steel structure, compares with traditional steel pipe connection spare, has light in weight's characteristics, can reduce the whole weight of consolidating auxiliary device, and the stupefied contact surface of main, inferior back of the body is "face", has increased lifting surface area, has guaranteed roughness, the straightness that hangs down after concrete placement.
Further, the utility model provides a first bayonet lock 3 is the sloping iron, and when the installation, the sloping iron has intensity big, firm stable, the effectual characteristics of construction with the cooperation in first jack 22 and bolt hole 11.
Example two
Fig. 3 is a schematic structural diagram of a reinforcing member provided in the second embodiment of the present invention, as shown in fig. 3, on the basis of the first embodiment, a reinforcing system of a shear wall template, in which the reinforcing member body 1 is a hollow steel pipe structure with a rectangular cross section, one end of the reinforcing member body 1 is provided with a connector 12, and the other end of the reinforcing member body 1 is provided with a connecting hole 13 into which the connector 12 is inserted; the reinforcing member body 1 is provided with a long hole 14 penetrating through two side plates of the reinforcing member body, and the long hole 14 is used for inserting a split bolt or used for inserting a connector 12 when the two reinforcing member bodies 1 are vertically connected.
Specifically, the pin hole 11 is a through hole penetrating through the bottom plate and the top plate of the reinforcement body 1.
In this embodiment, through the cooperation of connector 12 and connecting hole 13, can realize the linear type between a plurality of reinforcement bodies 1 and connect, through the cooperation of connector 12 and slot hole 14, can realize the perpendicular connection between a plurality of reinforcement bodies 1, the connected mode is nimble, and the practicality is strong.
EXAMPLE III
Fig. 4 is a schematic view of the installation of the present invention on a shear wall form; FIG. 6 is an enlarged fragmentary view taken at A2 in FIG. 4; as shown in fig. 4 and 6, on the basis of the second embodiment, the inside corner reinforcing system of a shear wall formwork further includes: a second connecting piece 4 and a second bayonet 5 which are matched with the reinforcing piece; the second connecting member 4 includes: a second connecting plate body 41 provided with a plurality of second insertion holes 42;
when the connecting plate is matched with a reinforcing member for use, two ends of each second connecting plate body 41 respectively penetrate through the long holes 14 of the two reinforcing member bodies 1, so that at least one second inserting hole 42 is formed in the end part of each second connecting plate body 41 and is positioned outside the reinforcing member body 1; two second bayonet lock 5 is equipped with in the tip of second connecting plate body 41, and the second jack 42 that is located reinforcement body 1 outside interpolation to make second bayonet lock 5 contradict with reinforcement body 1 and be connected, two second bayonet lock 5 make second connecting plate body 41 chucking set up between two reinforcement bodies 1.
Specifically, the second connecting plate body 41 is an i-steel structure, and the second insertion hole 42 is disposed on a web of the second connecting plate body 41.
When the shear wall template is matched with a reinforcing member for use, the second connecting piece 4 and the two reinforcing member bodies 1 are connected together at the external corner of the shear wall template through the two second clamping pins 5; when connecting: firstly, after the two ends of the second connecting plate body 41 respectively pass through the long holes 14 of the two reinforcement bodies 1, the end part of each second connecting plate body 41 is at least provided with one second insertion hole 42 positioned outside the reinforcement body 1; then, the second bayonet pins 5 are respectively inserted into the second insertion holes 42 at the end parts of the two second connecting plate bodies 41 and positioned outside the reinforcement body 1, and the second bayonet pins 5 are in interference connection with the reinforcement body 1, in the process, the two second bayonet pins 5 enable the second connecting plate bodies 41 to be tightly clamped between the two reinforcement bodies 1.
In the embodiment, because the second connecting plate body is provided with the plurality of second jacks 42, the connecting distance of the two reinforcing member bodies 1 is adjustable, the connecting device is suitable for fixing templates with different thicknesses,
to sum up, the utility model discloses a shear wall template's reinforcement auxiliary device and the use of reinforceing system can greatly reduce the installation degree of difficulty, shorten the construction cycle, have improved the atress at shear wall reentrant corner position, can install the reinforcement more nimble; in addition, because the reinforcing members on the two sides of the internal corner part can not be directly connected, the standard reinforcing member body can be used more efficiently, the specification of a standard plate produced in a workshop can be reduced, the standard plates installed on a construction site are more uniform, and the material management of the construction site is facilitated; meanwhile, the internal corner part in the shear wall template engineering is also reinforced, and the pouring quality of concrete is ensured.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like, indicate the orientation or positional relationship indicated based on the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present application, unless expressly stated or limited otherwise, the first feature may be directly on or directly under the second feature or indirectly via intermediate members. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples and features of different embodiments or examples described in this specification can be combined and combined by one skilled in the art without contradiction.
In the foregoing embodiments, the descriptions of the respective embodiments have respective emphasis, and for parts that are not described in detail in a certain embodiment, reference may be made to related descriptions of other embodiments.
It will be appreciated that the relevant features of the method, apparatus and system described above are referred to one another. In addition, "first", "second", and the like in the above embodiments are for distinguishing the embodiments, and do not represent merits of the embodiments.
It can be clearly understood by those skilled in the art that, for convenience and brevity of description, the specific working processes of the system and the module described above may refer to the corresponding processes in the foregoing method embodiments, and are not described herein again.
The algorithms and displays presented herein are not inherently related to any particular computer, virtual machine, or other apparatus. Various general purpose systems may also be used with the teachings herein. The required structure for constructing such a device will be apparent from the description above. In addition, the present invention is not directed to any particular programming language. It is appreciated that a variety of programming languages may be used to implement the teachings of the present invention as described herein, and any descriptions of specific languages are provided above to disclose the best modes of the invention.
In the embodiments provided in the present application, it should be understood that the disclosed system and method may be implemented in other ways. The above-described system embodiments are merely illustrative, and for example, the division of the modules is merely a logical division, and other divisions may be realized in practice, and for example, a plurality of modules or components may be combined or integrated into another system, or some features may be omitted, or not executed. In addition, the shown or discussed mutual coupling or direct coupling or communication connection may be an indirect coupling or communication connection of devices or units through some communication interfaces, and may be in an electrical, mechanical or other form.
The modules described as separate parts may or may not be physically separate, and parts displayed as modules may or may not be physical units, may be located in one place, or may be distributed on a plurality of network units. Some or all of the units can be selected according to actual needs to achieve the purpose of the solution of the embodiment.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (10)
1. A reinforcing auxiliary device of a shear wall template is used with a reinforcing member, wherein the reinforcing member comprises: the reinforcing member bodies (1) are arranged on the outer side of the shear wall template in an end-to-end connection mode and are of a frame type structure; the method is characterized in that: the reinforcement assistance device includes: a first connecting piece (2) and a first bayonet (3);
the first connector (2) comprises: the shear wall comprises two first connecting plate bodies (21) arranged at the internal corners of a shear wall template, wherein a plurality of first jacks (22) are arranged on the first connecting plate bodies (21); the two first connecting plate bodies (21) are connected in a right angle, and first jacks (22) arranged on the two first connecting plate bodies (21) are positioned on the same horizontal plane;
when the connecting plate is matched with a reinforcing piece for use, the two first connecting plate bodies (21) are respectively correspondingly arranged on the tops of the two reinforcing piece bodies (1) in parallel and are in abutting connection with the reinforcing piece bodies (1); the first jack (22) and the bolt hole (11) arranged on the reinforcement body (1) are positioned on the same vertical plane;
all the inserting of two first connecting plate bodies (21) is provided with a first bayonet lock (3), and the first bayonet lock (3) sequentially passes through a first jack (22) and a bolt hole (11) and then is fixedly connected with the reinforcing member body (1) and the first connecting member (2).
2. The reinforcing auxiliary device for the shear wall template as claimed in claim 1, wherein: the first connecting plate body (21) is of an I-shaped steel structure, and the first insertion holes (22) are formed in a web plate of the first connecting plate body (21).
3. The reinforcing auxiliary device for the shear wall template as claimed in claim 1, wherein: the two first connecting plate bodies (21) are of an integrally formed structure.
4. The reinforcing auxiliary device for the shear wall template as claimed in claim 1, wherein: the first connecting piece (2) is made of a steel material Q345B.
5. The reinforcing auxiliary device for the shear wall template as claimed in claim 1, wherein: the first clamping pin (3) is an oblique iron.
6. A reinforcement system for a shear wall form, comprising: a reinforcement member and reinforcement aid for use in combination, said reinforcement member comprising: the reinforcing member comprises reinforcing member bodies (1), wherein a plurality of reinforcing member bodies (1) are connected end to end and arranged on the outer side of a shear wall template and are of a frame type structure, and bolt holes (11) are formed in the reinforcing member bodies (1);
the method is characterized in that: the reinforcing auxiliary device is the reinforcing auxiliary device as claimed in any one of claims 1 to 5;
when the two first connecting plate bodies (21) are matched with each other for use, the two first connecting plate bodies (21) are respectively correspondingly arranged on the tops of the two reinforcing member bodies (1) in parallel and are in abutting connection with the reinforcing member bodies (1); first jack (22) and bolt hole (11) are located same vertical plane, and all cartridge has first bayonet lock (3) on two first connecting plate bodies (21), just first bayonet lock (3) pass first jack (22) and bolt hole (11) back in proper order, make reinforcement body (1) and first connecting piece (2) fastening connection.
7. The reinforcement system for a shear wall form of claim 6, wherein: the reinforcing member body (1) is of a hollow steel pipe structure with a rectangular cross section, one end of the reinforcing member body (1) is provided with a connector (12), and the other end of the reinforcing member body (1) is provided with a connecting hole (13) for inserting the connector (12);
the reinforcing member is characterized in that a long hole (14) penetrating through two side plates of the reinforcing member body (1) is formed in the reinforcing member body (1), and the long hole (14) is used for inserting split bolts or inserting connectors (12) when the two reinforcing member bodies (1) are vertically connected.
8. The reinforcement system for a shear wall form of claim 7, wherein: the bolt holes (11) are through holes penetrating through the bottom plate and the top plate of the reinforcement body (1).
9. The reinforcement system for a shear wall form of claim 7, wherein: further comprising: a second connecting piece (4) and a second clamping pin (5) which are matched with the reinforcing piece;
the second connector (4) comprises: a second connecting plate body (41) provided with a plurality of second insertion holes (42);
when the connecting plate is matched with a reinforcing piece for use, two ends of each second connecting plate body (41) respectively penetrate through the long holes (14) of the two reinforcing piece bodies (1), and at least one second inserting hole (42) is formed in the end part of each second connecting plate body (41) and is located outside the reinforcing piece body (1);
two second bayonet lock (5) are inserted to the tip of second connecting plate body (41), and are located second jack (42) of reinforcement body (1) outside to make second bayonet lock (5) contradict with reinforcement body (1) and be connected, two second bayonet lock (5) make second connecting plate body (41) chucking set up between two reinforcement bodies (1).
10. The reinforcement system for a shear wall form of claim 9, wherein: the second connecting plate body (41) is of an I-shaped steel structure, and the second insertion holes (42) are formed in a web plate of the second connecting plate body (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020952459.2U CN212562462U (en) | 2020-05-29 | 2020-05-29 | Reinforcing auxiliary device and reinforcing system of shear wall template |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020952459.2U CN212562462U (en) | 2020-05-29 | 2020-05-29 | Reinforcing auxiliary device and reinforcing system of shear wall template |
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| CN212562462U true CN212562462U (en) | 2021-02-19 |
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| CN202020952459.2U Active CN212562462U (en) | 2020-05-29 | 2020-05-29 | Reinforcing auxiliary device and reinforcing system of shear wall template |
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2020
- 2020-05-29 CN CN202020952459.2U patent/CN212562462U/en active Active
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Denomination of utility model: A reinforcement auxiliary device and reinforcement system for shear wall formwork Effective date of registration: 20230907 Granted publication date: 20210219 Pledgee: Bank of China Limited Taiyuan Pingyang sub branch Pledgor: Shanxi Zhaojing Technology Co.,Ltd. Registration number: Y2023140000048 |
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