CN211396591U - Concrete shear wall root reinforcing apparatus - Google Patents
Concrete shear wall root reinforcing apparatus Download PDFInfo
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- CN211396591U CN211396591U CN201922245611.3U CN201922245611U CN211396591U CN 211396591 U CN211396591 U CN 211396591U CN 201922245611 U CN201922245611 U CN 201922245611U CN 211396591 U CN211396591 U CN 211396591U
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Abstract
The utility model discloses a concrete shear force wall root reinforcing apparatus belongs to building engineering technical field, including two templates, two be used for pouring the wall body between the template, the template outside is provided with L type support, L type support includes vertical section and horizontal segment, vertical section sets up with the laminating of corresponding template lateral surface, horizontal segment and ground laminating, vertical section middle part is provided with locking device, is located the vertical section upper portion of locking device top is provided with the draw-in groove, be provided with the connecting rod in the draw-in groove, vertical section and ground are connected to the connecting rod, the connecting rod is provided with the canned paragraph with the ground junction, the canned paragraph is provided with the fixed orifices, be provided with fixing bolt in the fixed orifices, the setting is hugged closely with the horizontal segment to the canned paragraph. Can fix the shear force wall root with shear force wall root laminating through setting up L type support, the horizontal segment acts on shear force wall bottom, can prevent that the shear force wall from appearing leaking the thick liquid condition.
Description
Technical Field
The utility model belongs to the technical field of building engineering, concretely relates to concrete shear wall root reinforcing apparatus.
Background
At present, in the building construction process, the pouring construction of concrete vertical structures such as shear walls and the like is very critical, because the construction method steps and the process are different, and according to the factors of different proficiency of operators, the root parts of the concrete vertical structures such as the shear walls and the like are easy to form the conditions of mold expansion, slurry leakage and displacement or rib exposure due to the fact that vibration is not in place, the quality common faults do not affect the safe use of the structures, but the rib exposure can affect the stability of the structures, and the problems of poor quality of the shear walls and the like are caused.
Disclosure of Invention
An embodiment of the utility model is directed to a concrete shear wall root reinforcing apparatus, the root of solving vertical structure such as shear force wall forms easily and rises mould, leaks thick liquid, displacement or because of vibrating the dislocation and form the exposed bar condition, leads to the poor scheduling problem of shear force wall quality.
The embodiment of the utility model is realized like this:
an embodiment of the utility model provides a concrete shear force wall root reinforcing apparatus, including two templates, two be used for pouring the wall body between the template, the template outside is provided with L type support, L type support includes vertical section and horizontal segment, vertical section sets up with the laminating of corresponding template lateral surface, horizontal segment and ground laminating, vertical section middle part is provided with locking device, is located the vertical section upper portion of locking device top is provided with the draw-in groove, be provided with the connecting rod in the draw-in groove, vertical section and ground are connected to the connecting rod, the connecting rod is provided with the canned paragraph with the ground junction, the canned paragraph is provided with the fixed orifices, be provided with fixing bolt in the fixed orifices, the setting is hugged closely with the horizontal segment to the canned paragraph.
The working principle is as follows: firstly, the thickness of a shear wall and a template is measured, then an L-shaped support is installed, the template is vertically installed on the ground after the L-shaped support is installed, the L-shaped support is attached to the L-shaped support, then the L-shaped support is fixed in position through a locking device, one end of a connecting rod is placed into a clamping groove, the other end of the connecting rod is fixedly connected with the ground through a fixing bolt, installation is completed, and finally pouring operation is conducted. Can fix the shear force wall root with shear force wall root laminating through setting up L type support, the horizontal segment acts on shear force wall bottom, can prevent that the shear force wall from appearing leaking the thick liquid condition. Through setting up the connecting rod, can play the supporting role to L type support, avoid appearing mould, displacement or because of the vibration not in place forms the exposure muscle condition. Through setting up fixed orifices and fixing bolt, can be fixed bracing piece and ground, strengthen the fixed to the shear force wall root to make the template can not take place the displacement under the exogenic action, effective control concrete shear force wall root rises mould, leaks thick liquid, honeycomb, pitted skin, displacement, exposure muscle, promoted the quality of concrete. Through hugging closely the setting with the connecting rod with the horizontal segment, can fix L type support horizontal direction under the fixed circumstances of connecting pipe, improve L type support's stability.
Furthermore, locking device is including the screw rod that runs through the wall body, the screw rod both ends all are provided with the nut. Through setting up screw rod and nut, can fix L type support and template on the wall body both sides for the template position of centre gripping is fixed, improves shear force wall and L type support's stability.
Furthermore, one end of the screw rod is provided with a handle. Through setting up the handle, can rotate the screw rod through the handle, the installation in the dismantlement of the screw rod of being convenient for shortens the engineering time, improves the efficiency of construction.
Furthermore, a limit groove which is adaptive to the fixed section is arranged at the contact position of the horizontal section and the fixed section. Through setting up in the spacing groove that the canned paragraph suited, make canned paragraph and horizontal segment laminating department area of contact bigger, improve the fastening effect of canned paragraph to the horizontal segment.
Furthermore, the number of the locking devices and the number of the connecting rods are more than two, the distance between the adjacent locking devices is 400-500mm, the distance between the adjacent connecting rods is 400-500mm, and the horizontal distance between the connecting rod and the adjacent locking device is 200-250 mm. Through the distance that sets up locking device and connecting rod, make locking device and connecting rod can the interval set up, can reduce the use of material when playing the reinforcing effect, practice thrift manufacturing cost.
Furthermore, sponge strips are laid between the lower ends of the templates and the ground. Through setting up the sponge strip, make after the technology of pouring, the template is demolishd easily, and can not make and produce the line between shear force wall and the ground, and then improves outward appearance perception.
The utility model has the advantages that:
1. the L-shaped support can be attached to the root of the shear wall to fix the root of the shear wall, and the horizontal section acts on the bottom of the shear wall, so that the slurry leakage of the shear wall can be prevented;
2. by arranging the connecting rod, the L-shaped bracket can be supported, and the phenomenon of rib exposure caused by mold expansion, displacement or insufficient vibration is avoided;
3. by arranging the fixing holes and the fixing bolts, the supporting rods can be fixed with the ground, and the fixing of the shear wall root is enhanced, so that the template cannot be displaced under the action of external force, the die expansion, slurry leakage, honeycombing, pitted surface, displacement and rib exposure of the concrete shear wall root are effectively controlled, and the quality of concrete is improved;
4. the connecting rod is arranged in a manner of clinging to the horizontal section, so that the L-shaped bracket can be fixed in the horizontal direction under the condition that the connecting pipe is fixed, and the stability of the L-shaped bracket is improved;
5. by arranging the screw rods and the nuts, the L-shaped support and the template can be fixed on two sides of the wall body, so that the stability of the shear wall and the L-shaped support is improved;
6. by arranging the handle, the screw can be rotated through the handle, so that the screw can be conveniently mounted and dismounted, the construction time is shortened, and the construction efficiency is improved;
7. the contact area of the joint of the fixed section and the horizontal section is larger through the limit groove which is arranged on the fixed section and is suitable for the fixed section, and the fastening effect of the fixed section on the horizontal section is improved;
8. by setting the distance between the locking device and the connecting rod, the locking device and the connecting rod can be arranged at intervals, so that the material consumption can be reduced while the reinforcing effect is achieved, and the production cost is saved;
9. through setting up the sponge strip, make after the technology of pouring, the template is demolishd easily, and can not make and produce the line between shear force wall and the ground, and then improves outward appearance perception.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a schematic front view of the reinforcing apparatus of the present invention;
fig. 2 is a schematic top view of the reinforcing apparatus of the present invention.
In the figure: 1-ground, 2-fixed section, 3-fixed hole, 4-fixed bolt, 5-handle, 6-screw, 7-nut, 8-template, 9-vertical section, 10-sponge strip, 11-connecting rod, 12-horizontal section, 13-locking device, 14-clamping groove, 15-limiting groove, 16-L-shaped bracket and 17-wall body.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. The components of the embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work all belong to the protection scope of the present invention.
In the present invention, the embodiments and the features of the embodiments may be combined with each other without conflict.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", and the like indicate the directions or positional relationships based on the directions or positional relationships shown in the drawings, or the directions or positional relationships that the products of the present invention are usually placed when used, or the directions or positional relationships that the persons skilled in the art usually understand, and are only for the convenience of describing the present invention and simplifying the description, but do not indicate or imply that the devices or elements to be referred to must have specific directions, be constructed and operated in specific directions, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; they may be mechanically coupled, directly coupled, indirectly coupled through intervening media, or may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1
The embodiment of the utility model provides a concrete shear wall root reinforcing device, the concrete structure is as shown in figure 1 and figure 2, comprising two formworks 8, two formworks 8 are used for pouring a wall body 17, the outer side of each formwork 8 is provided with an L-shaped support 16, each L-shaped support 16 comprises a vertical section 9 and a horizontal section 12, the vertical section 9 is attached to the outer side of the corresponding formwork 8, the horizontal section 12 is attached to the ground 1, the middle part of each vertical section 9 is provided with a locking device 13, the upper part of each vertical section 9 above the locking device 13 is provided with a clamping groove 14, a connecting rod 11 is arranged in each clamping groove 14, the connecting rod 11 is connected with the vertical section 9 and the ground 1, the joint of the connecting rod 11 and the ground 1 is provided with a fixed section 2, the fixed section 2 is provided with a fixed hole 3, a fixed bolt 4 is arranged in the fixed hole 3, the fixed section 2 is closely attached to the horizontal section 12.
The working principle is as follows: firstly, the thickness of a shear wall and a formwork 8 is measured, then an L-shaped support 16 is installed, after the installation of the L-shaped support 16 is completed, the formwork 8 is vertically installed on the ground 1 and is attached to the L-shaped support 16, then the position of the L-shaped support 16 is fixed by using a locking device 13, one end of a connecting rod 11 is placed into a clamping groove 14, the other end of the connecting rod 11 is fixedly connected with the ground 1 through a fixing bolt 4, the installation is completed, and finally the pouring operation is performed. The L-shaped support 16 can be attached to the root of the shear wall to fix the root of the shear wall, and the horizontal section 12 acts on the bottom of the shear wall to prevent slurry leakage of the shear wall. Through setting up connecting rod 11, can play the supporting role to L type support 16, avoid appearing rising mould, displacement or because of the vibration not in place forms the exposure muscle condition. Through setting up fixed orifices 3 and fixing bolt 4, can be fixed bracing piece and ground 1, strengthen the fixed to the shear force wall root to make template 8 can not take place the displacement under the exogenic action, effective control concrete shear force wall root rises mould, leaks thick liquid, honeycomb, pitted skin, displacement, exposed rib, promoted the quality of concrete. Through hugging closely the setting with connecting rod 11 and horizontal segment 12, can fix L type support 16 horizontal direction under the fixed circumstances of connecting pipe, improve L type support 16's stability.
Example 2
On the basis of embodiment 1, the locking device 13 includes a screw rod 6 penetrating through a wall 17, and nuts 7 are arranged at both ends of the screw rod 6. Through setting up screw rod 6 and nut 7, can fix L type support 16 and template 8 in wall body 17 both sides for the template 8 position of centre gripping is fixed, improves shear force wall and L type support 16's stability.
Example 3
On the basis of embodiment 2, one end of the screw 6 is provided with a handle 5. Through setting up handle 5, can rotate screw rod 6 through handle 5, the installation in the dismantlement of the screw rod 6 of being convenient for shortens the engineering time, improves the efficiency of construction.
Example 4
On the basis of the embodiment 1, a limit groove 15 adapted to the fixed section 2 is arranged at the contact position of the horizontal section 12 and the fixed section 2. Through setting up in the spacing groove 15 that canned paragraph 2 suited, make canned paragraph 2 and horizontal segment 12 laminating department area of contact bigger, improve the fastening effect of canned paragraph 2 to horizontal segment 12.
Example 5
On the basis of embodiment 1, the number of the locking devices 13 and the number of the connecting rods 11 are more than two, the distance between the adjacent locking devices 13 is 400mm, the distance between the adjacent connecting rods 11 is 400mm, and the horizontal distance between the connecting rod 11 and the adjacent locking device 13 is 20 mm. Through setting up the distance of locking device 13 and connecting rod 11, make locking device 13 and connecting rod 11 can the interval set up, can reduce the use of material when playing the reinforcing effect, practice thrift manufacturing cost.
Example 6
On the basis of the embodiment 1, a sponge strip 10 is laid between the lower end of the template 8 and the ground 1. Through setting up sponge strip 10, make after the technology of pouring end, template 8 demolishs easily, and can not make and produce the line between shear force wall and the ground 1, and then improves outward appearance perception.
The present invention is not limited to the above-mentioned optional embodiments, and any other products in various forms can be obtained by anyone under the teaching of the present invention, and any changes in the shape or structure thereof, all the technical solutions falling within the scope of the present invention, are within the protection scope of the present invention.
Claims (6)
1. Concrete shear wall root reinforcing apparatus, including two template (8), two be used for pouring wall body (17), its characterized in that between template (8): an L-shaped bracket (16) is arranged on the outer side of the template (8), the L-shaped bracket (16) comprises a vertical section (9) and a horizontal section (12), the vertical section (9) is attached to the outer side surface of the corresponding template (8), the horizontal section (12) is attached to the ground (1), a locking device (13) is arranged in the middle of the vertical section (9), a clamping groove (14) is arranged at the upper part of the vertical section (9) above the locking device (13), a connecting rod (11) is arranged in the clamping groove (14), the connecting rod (11) is connected with the vertical section (9) and the ground (1), a fixed section (2) is arranged at the joint of the connecting rod (11) and the ground (1), the fixing section (2) is provided with a fixing hole (3), a fixing bolt (4) is arranged in the fixing hole (3), and the fixing section (2) is tightly attached to the horizontal section (12).
2. The concrete shear wall root reinforcing apparatus of claim 1, wherein: locking device (13) are including running through screw rod (6) of wall body (17), screw rod (6) both ends all are provided with nut (7).
3. The concrete shear wall root reinforcing apparatus of claim 2, wherein: one end of the screw rod (6) is provided with a handle (5).
4. The concrete shear wall root reinforcing apparatus of claim 1, wherein: and a limiting groove (15) matched with the fixed section (2) is arranged at the contact position of the horizontal section (12) and the fixed section (2).
5. The concrete shear wall root reinforcing apparatus of claim 1, wherein: the number of the locking devices (13) and the number of the connecting rods (11) are more than two, the distance between the adjacent locking devices (13) is 400-500mm, the distance between the adjacent connecting rods (11) is 400-500mm, and the horizontal distance between the connecting rods (11) and the adjacent locking devices (13) is 200-250 mm.
6. The concrete shear wall root reinforcing apparatus of claim 1, wherein: sponge strips (10) are laid between the lower ends of the templates (8) and the ground (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922245611.3U CN211396591U (en) | 2019-12-13 | 2019-12-13 | Concrete shear wall root reinforcing apparatus |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922245611.3U CN211396591U (en) | 2019-12-13 | 2019-12-13 | Concrete shear wall root reinforcing apparatus |
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| CN211396591U true CN211396591U (en) | 2020-09-01 |
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| CN201922245611.3U Active CN211396591U (en) | 2019-12-13 | 2019-12-13 | Concrete shear wall root reinforcing apparatus |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113309349A (en) * | 2021-06-21 | 2021-08-27 | 中冶天工集团有限公司 | Reinforcing device for root template of shear wall and construction method |
| CN113605681A (en) * | 2021-08-03 | 2021-11-05 | 中国二十二冶集团有限公司 | Wall formwork positioning and reinforcing method |
-
2019
- 2019-12-13 CN CN201922245611.3U patent/CN211396591U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113309349A (en) * | 2021-06-21 | 2021-08-27 | 中冶天工集团有限公司 | Reinforcing device for root template of shear wall and construction method |
| CN113605681A (en) * | 2021-08-03 | 2021-11-05 | 中国二十二冶集团有限公司 | Wall formwork positioning and reinforcing method |
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