CN210483015U - Shear wall layer indirect-linking part template reinforcing device - Google Patents
Shear wall layer indirect-linking part template reinforcing device Download PDFInfo
- Publication number
- CN210483015U CN210483015U CN201920925503.8U CN201920925503U CN210483015U CN 210483015 U CN210483015 U CN 210483015U CN 201920925503 U CN201920925503 U CN 201920925503U CN 210483015 U CN210483015 U CN 210483015U
- Authority
- CN
- China
- Prior art keywords
- limiting block
- rod
- shear wall
- template
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a shear force wall layer connects stubble position template reinforcing apparatus, including the dead lever, be equipped with dead lever mounting structure, first limit structure and second limit structure on the dead lever in proper order, form between first limit structure and the second limit structure and be used for carrying out spacing region to the template. The utility model discloses can effectively solve the template reinforcement that exists in the first layer shear force wall outside first mouth template reinforcement process not jail, the mould that rises easily in the work progress, the great scheduling problem of the concrete cross sectional dimension deviation of going up to and there is lack stability in the second floor shear force wall outside root template reinforcement process, can appear after the form removal that shear force wall indirect stubbles position leaks phenomenons such as thick liquid, honeycomb, pitted surface, wrong platform, and simple structure, the cost is with low costs.
Description
Technical Field
The utility model relates to a template is consolidated, specifically is a shear force wall layer connects stubble position template reinforcing apparatus.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body is mainly used for bearing horizontal load and vertical load caused by wind load or earthquake action in a house or a structure and is used for preventing the shearing damage of the structure. Also known as earthquake resistant walls, are generally made of reinforced concrete.
At present, when a building shear wall structure is constructed, concrete of two adjacent shear walls is poured respectively. Therefore, the template reinforcement of the indirect linking part of the shear wall layer is carried out in two steps. The first step is as follows: and reinforcing the upper opening template on the outer side of the first layer of shear wall. The traditional reinforcing mode guarantees the section size of the shear wall upper opening through a stay wire or a nail wood diagonal brace. The defects of the step are that the template is not firmly reinforced, the template is easy to expand in the construction process, and the size deviation of the section of the upper opening concrete is large. The second step is that: and reinforcing the root template at the outer side of the second layer of shear wall. The conventional reinforcement is generally performed by wood wedges and diagonal braces. The defects of the step are that the reinforcing method is lack of stability, the phenomena of slurry leakage, honeycombing, pitted surface, slab staggering and the like of indirect stub parts of the shear wall layer can occur after the form is removed, and the treatment cost in the decoration stage is increased.
Therefore, a shear wall layer indirect stub part template reinforcing device is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shear force wall layer connects stubble position template reinforcing apparatus to solve the defect that exists in the current building shear wall structure work progress.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a shear force wall layer indirect stubble portion template reinforcing apparatus, includes the dead lever, is equipped with dead lever mounting structure, first limit structure and second limit structure on the dead lever in proper order, forms between first limit structure and the second limit structure to be used for carrying on spacing region to the template.
According to the scheme, when the upper opening template on the outer side of the first layer of shear wall is reinforced, the fixing rod is fixed through the fixing rod mounting structure, the fixing rod mounting structure is fixed on the horizontal template positioned at the top end of the inner side template of the first layer of shear wall concrete according to the specific construction environment, and then the upper opening template on the outer side of the first layer of shear wall is reinforced through the limiting area formed between the first limiting structure and the second limiting structure, so that the upper opening template on the outer side of the first layer of shear wall is subjected to bidirectional force, the template is well fixed, and the first pouring is performed at the moment, so that the problems of template expansion and large deviation of the section size of the upper opening concrete can be effectively avoided; after the shaping is pour for the first time, the utility model discloses then form a body structure with first layer shear force wall concrete, fix second layer shear force wall outside root template with spacing region again this moment, accomplish pouring of second layer shear force wall concrete can, at above-mentioned in-process, the utility model discloses be in stable condition all the time to can carry out good fixed to the template, and then guarantee the effective shaping at shear force wall layer grafting position.
As a further aspect of the present invention: the dead lever includes interior pole and the outer pole of coaxial setting, and interior pole and outer pole are all fixed on first limit structure's connecting end, and dead lever mounting structure sets up on interior pole, and second limit structure sets up on the outer pole.
In this scheme, interior pole and outer pole are fixed through first limit structure, in concrete work progress, after first layer shear force wall concrete shaping, this structure is located the inboard position and the first layer shear force wall concrete integrated into one piece of first layer shear force wall outside upper shed template, promptly interior pole, first limit structure and first layer shear force wall concrete integrated into one piece, and at this moment, then can make first limit structure and outer pole and second limit structure demolish, thereby be convenient for the installation of second layer shear force wall outside root template fixed, be convenient for pouring of second layer shear force wall concrete promptly, this scheme then provides effectual implementation scheme for the fixed mounting of second layer shear force wall outside root template, and the effectual cost of having practiced thrift.
As a further aspect of the present invention: the first limiting structure comprises a first limiting block, the connecting end is a threaded hole formed in the first limiting block, and two ends of the threaded hole are respectively connected with one end of the inner rod and one end of the outer rod through threads;
the second limiting structure comprises a second limiting block and a nut, and the other end of the outer rod penetrates through the second limiting block and is connected with the nut through threads;
the fixed rod mounting structure comprises a mounting plate provided with a preformed hole, and the mounting plate is fixed at the other end of the rod.
This scheme is then to first limit structure, second limit structure, dead lever mounting structure concretizes, thereby the concrete implementation of the scheme of being convenient for, in the work progress, the preformed hole and supplementary parts such as nail that the mounting panel accessible is on it are installed on horizontal template, then run through in the outer pole with first layer shear force wall outside die plate or second floor shear force wall outside root template, it is spacing on the outer pole with the second stopper through the nut at last, thereby make the template fix through first stopper and second stopper, and behind first stopper and first layer shear force wall concrete integrated into one piece, the outer pole can be demolishd through the screw thread, and then be convenient for fix second floor shear force wall outside root template.
As a further aspect of the present invention: the first limiting block is of a round table-shaped structure, the larger face of the first limiting block is close to the second limiting block, the threaded hole is formed in the axis of the first limiting block, and the middle of the inner wall of the threaded hole is fixedly provided with the third limiting block.
This scheme is mainly optimized first stopper, through this optimization, can make the great one side of first stopper and the inboard of template carry out the contact of bigger area, reduces the stress concentration condition to the increase is to the spacing stability of template. And the third limiting block is arranged, so that the inner rod and the outer rod can be conveniently connected with the threaded hole, and the size error caused by the fact that the inner rod and the outer rod are screwed over in the threaded hole is avoided.
As a further aspect of the present invention: the second limiting block is a mountain-shaped clamp, the outer rod penetrates through a through hole in the middle of the mountain-shaped clamp, and the protruding end of the mountain-shaped clamp is close to the first limiting block.
In order to make the fixed more firm of template, in the work progress, the outside of template generally all can assist with the steel pipe for reduce the stress concentration condition between second stopper and the template, thereby make the atress more balanced, fixed mode is more stable, and the mountain type card then does benefit to fixed steel pipe.
As a further aspect of the present invention: the inner rod comprises a smooth circular section and a threaded section, the threaded section is connected with the threaded hole, and the smooth circular section, the threaded section and the mounting plate are of an integrally formed structure; the outer rod is a threaded rod.
The scheme is an optimized scheme of the inner rod and the outer rod.
The utility model has the advantages that: the utility model provides a shear force wall layer connects stubble position template reinforcing apparatus, can effectively solve the template reinforcement that exists in the first layer shear force wall outside first mouth template reinforcement process and be not firm, the mould that rises easily in the work progress, the great scheduling problem of the concrete cross section size deviation of first mouth, and there is lack stability in the second layer shear force wall outside root template reinforcement process, can appear after the form removal that shear force wall layer indirect stubble position leaks thick liquid, the honeycomb, pitted surface, phenomenons such as wrong platform, and simple structure, the cost is with low costs.
Drawings
Fig. 1 is a schematic view of the connection between an inner rod and a mounting plate in the present invention;
FIG. 2 is a schematic view of the connection between the middle and outer rods and the second limiting block;
fig. 3 is a perspective view of the present invention;
FIG. 4 is a schematic structural diagram of a first stopper;
FIG. 5 is a schematic view of the installation of the upper opening form outside the first layer shear wall of the present invention;
FIG. 6 is a schematic view of the installation of the outer root form of the second shear wall of the present invention;
fig. 7 is a schematic view of the formation of the first layer of shear wall concrete, the stubbles between the shear wall layers, and the second layer of shear wall concrete of the present invention;
in the figure: 1-fixed rod, 1.1-inner rod, 1.2-outer rod, 1.3-smooth circular segment, 1.4-threaded segment, 2-fixed rod mounting structure, 2.1-mounting plate, 3-first limiting structure, 3.1-first limiting block, 3.2-threaded hole, 3.3-third limiting block, 4-second limiting structure, 4.1-second limiting block, 4.2-nut, 5-second layer shear wall outer root template, 6-root square timber, 7-first layer shear wall concrete, 8-shear wall interlayer connecting part, 9-second layer shear wall concrete, 10-steel pipe, 11-upper square timber, 12-first layer shear wall outer upper opening template and 13-horizontal template.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 3, a shear wall interlayer joint part formwork reinforcing device includes a fixing rod 1, a fixing rod mounting structure 2, a first limiting structure 3, and a second limiting structure 4 are sequentially disposed on the fixing rod 1, and a limiting region for limiting a formwork is formed between the first limiting structure 3 and the second limiting structure 4.
Preferably, referring to fig. 1-2, the fixing rod 1 includes an inner rod 1.1 and an outer rod 1.2 coaxially disposed, the inner rod 1.1 and the outer rod 1.2 are both fixed on the connection end of the first limiting structure 3, the fixing rod mounting structure 2 is disposed on the inner rod 1.1, and the second limiting structure 4 is disposed on the outer rod 1.2.
Preferably, referring to fig. 1-4, the first limiting structure 3 includes a first limiting block 3.1, the connecting end is a threaded hole 3.2 formed in the first limiting block 3.1, and both ends of the threaded hole 3.2 are respectively connected with one end of the inner rod 1.1 and one end of the outer rod 1.2 through threads;
the second limiting structure 4 comprises a second limiting block 4.1 and a nut 4.2, and the other end of the outer rod 1.2 penetrates through the second limiting block 4.1 and is connected with the nut 4.2 through threads;
the fixed rod mounting structure 2 comprises a mounting plate 2.1 provided with a preformed hole, and the mounting plate 2.1 is fixed at the other end of the rod 1.1.
Preferably, referring to fig. 4, the first limiting block 3.1 is a circular truncated cone-shaped structure, the larger surface of the first limiting block 3.1 is close to the second limiting block 4.1, the threaded hole 3.2 is arranged at the axis of the first limiting block 3.1, and the middle part of the inner wall of the threaded hole 3.2 is fixed with the third limiting block 3.3.
Preferably, referring to fig. 2, the second stopper 4.1 is a chevron-shaped clip, the outer rod 1.2 penetrates through a through hole in the middle of the chevron-shaped clip, and the protruding end of the chevron-shaped clip is close to the first stopper 3.1.
Preferably, the inner rod 1.1 comprises a smooth circular section 1.3 and a threaded section 1.4, the threaded section 1.4 is connected with the threaded hole 3.2, and the smooth circular section 1.3, the threaded section 1.4 and the mounting plate 2.1 are of an integrally formed structure; the outer rod 1.2 is a threaded rod.
The utility model discloses in the use, specific construction as follows:
1. reinforcing the upper opening template 12 on the outer side of the first layer of shear wall: as shown in fig. 5, firstly, a threaded section 1.4 of an inner rod 1.1 is connected with a threaded hole 3.2 with a smaller surface of a first limiting block 3.1, the threaded section 1.4 is screwed to a third limiting block 3.3, and then an installation plate 2.1 is fixed at a proper position of a horizontal template 13 through an iron nail; then, the outer rod 1.2 penetrates through the outer upper opening template 12 of the first layer of shear wall and is connected with a threaded hole 3.2 of the larger surface of the first limiting block 3.1, and the outer rod 1.2 is screwed to the third limiting block 3.3, so that a reserved hole for penetrating the outer rod 1.2 is formed in advance in the outer upper opening template 12 of the first layer of shear wall, and the larger surface of the first limiting block 3.1 is flush with the surface of the outer upper opening template 12 of the first layer of shear wall;
at the moment, the outer surface of the upper opening template 12 on the outer side of the first layer of shear wall is provided with the upper opening square timber 11, the upper opening square timber 11 is longitudinally and symmetrically arranged on two sides of the outer rod 1.2, then the outer surface of the upper opening square timber 11 is provided with the steel pipe 10, the steel pipe 10 is horizontally and symmetrically arranged on two sides of the outer rod 1.2, the second limiting block 4.1, namely the through hole part of the mountain-shaped clamp, is inserted into the outer rod 1.2, and then the nut 4.2 is screwed into the outer rod 1.2, so that the mountain-shaped clamp can clamp the steel pipe 10. At this time, the upper opening template 12 on the outer side of the first layer of shear wall can be fixed, and pouring can be carried out, so that the first layer of shear wall concrete 7 is formed.
After the first layer of shear wall concrete 7 is solidified, the nuts 4.2, the mountain-shaped clamps, the steel pipes 10, the square upper opening wood 11, the upper opening template 12 on the outer side of the first layer of shear wall and the outer rods 1.2 can be sequentially removed.
2. And (3) reinforcing the root template 5 at the outer side of the second layer of shear wall: as shown in fig. 6, the outer root template 5 of the second layer of shear wall is extended to the lower part of the first limiting block 3.1 of the first layer of shear wall concrete 7, one end of an outer rod 1.2 penetrates through the outer root template 5 of the second layer of shear wall and is connected with a threaded hole 3.2 on the larger surface of the first limiting block 3.1, and the outer rod 1.2 is screwed to the third limiting block 3.3, and it should be noted that the outer root template 5 of the second layer of shear wall is provided with a reserved hole for the outer rod 1.2 to penetrate through in advance;
at this moment, set up root square timber 6 at the 5 surfaces of second floor shear force wall outside root template, root square timber 6 vertical symmetry sets up in the both sides of outer pole 1.2, then sets up steel pipe 10 at the 6 surfaces of root square timber, and steel pipe 10 then horizontal symmetry is in the both sides of outer pole 1.2, inserts outer pole 1.2 with second stopper 4.1 promptly the through-hole position of mountain type card this moment, then twists nut 4.2 into outer pole 1.2 to make the mountain type card can be with steel pipe 10 chucking. At the moment, the outer root template 5 of the second layer of shear wall can be fixed and poured, so that the second layer of shear wall concrete 9 is formed.
After the second layer of shear wall concrete 9 is solidified, the nuts 4.2, the mountain-shaped clamps, the steel pipes 10, the root square timbers 6, the outer side root templates 5 of the second layer of shear wall and the outer rods 1.2 can be sequentially removed.
A shear wall interlayer connecting part 8 is formed between the first layer of shear wall concrete 7 and the second layer of shear wall concrete 9. In the implementation process, the upper opening template 12 on the outer side of the first layer of shear wall and the root template 5 on the outer side of the second layer of shear wall are mainly fixed, and the fixing effect is good, so that the engineering quality of the connecting position 8 between the shear wall layers is effectively ensured.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. The utility model provides a shear wall indirect stubble part template reinforcing apparatus, includes dead lever (1), its characterized in that, be equipped with dead lever mounting structure (2), first limit structure (3) and second limit structure (4) on dead lever (1) in proper order, form between first limit structure (3) and second limit structure (4) and be used for carrying out spacing region to the template.
2. The shear wall layer indirect linking part template reinforcing device according to claim 1, wherein the fixing rod (1) comprises an inner rod (1.1) and an outer rod (1.2) which are coaxially arranged, the inner rod (1.1) and the outer rod (1.2) are both fixed on the connecting end of a first limiting structure (3), the fixing rod mounting structure (2) is arranged on the inner rod (1.1), and the second limiting structure (4) is arranged on the outer rod (1.2).
3. The shear wall layer indirect linking part template reinforcing device according to claim 2, wherein the first limiting structure (3) comprises a first limiting block (3.1), the connecting end is a threaded hole (3.2) formed in the first limiting block (3.1), and both ends of the threaded hole (3.2) are respectively connected with one end of the inner rod (1.1) and one end of the outer rod (1.2) through threads;
the second limiting structure (4) comprises a second limiting block (4.1) and a nut (4.2), and the other end of the outer rod (1.2) penetrates through the second limiting block (4.1) and is in threaded connection with the nut (4.2);
dead lever mounting structure (2) are including mounting panel (2.1) that are equipped with the preformed hole, the other end at pole (1.1) in institute is fixed in mounting panel (2.1).
4. The shear wall layer indirect linking part template reinforcing device according to claim 3, wherein the first limiting block (3.1) is of a circular truncated cone structure, the larger surface of the first limiting block (3.1) is close to the second limiting block (4.1), the threaded hole (3.2) is arranged at the axis of the first limiting block (3.1), and a third limiting block (3.3) is fixed in the middle of the inner wall of the threaded hole (3.2).
5. The shear wall bedding gap section formwork reinforcing device according to claim 3, wherein the second limiting block (4.1) is a mountain-shaped clamp, the outer rod (1.2) penetrates through a through hole in the middle of the mountain-shaped clamp, and the convex end of the mountain-shaped clamp is close to the first limiting block (3.1).
6. The shear wall layer indirect linking part template reinforcing device according to claim 3, wherein the inner rod (1.1) comprises a smooth circle section (1.3) and a threaded section (1.4), the threaded section (1.4) is connected with the threaded hole (3.2), and the smooth circle section (1.3), the threaded section (1.4) and the mounting plate (2.1) are of an integrally formed structure; the outer rod (1.2) is a threaded rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920925503.8U CN210483015U (en) | 2019-06-19 | 2019-06-19 | Shear wall layer indirect-linking part template reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920925503.8U CN210483015U (en) | 2019-06-19 | 2019-06-19 | Shear wall layer indirect-linking part template reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210483015U true CN210483015U (en) | 2020-05-08 |
Family
ID=70514106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920925503.8U Active CN210483015U (en) | 2019-06-19 | 2019-06-19 | Shear wall layer indirect-linking part template reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210483015U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113775173A (en) * | 2021-09-23 | 2021-12-10 | 河南五建建设集团有限公司 | Outer shear wall indirect-layer stubble reinforcing structure |
-
2019
- 2019-06-19 CN CN201920925503.8U patent/CN210483015U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113775173A (en) * | 2021-09-23 | 2021-12-10 | 河南五建建设集团有限公司 | Outer shear wall indirect-layer stubble reinforcing structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206616862U (en) | Formwork root bracing means | |
| CN205954921U (en) | Novel big board shear wall structure is secretly supported in bolted connection's prefabricated assembled area | |
| CN108589971A (en) | A kind of closed-section steel deck combined concrete shear wall connecting node and production method | |
| CN106150087B (en) | A kind of combined frame column template and its construction method | |
| CN105544979A (en) | Formwork supporting device for wall corner portion construction and construction method | |
| CN210483015U (en) | Shear wall layer indirect-linking part template reinforcing device | |
| CN210067020U (en) | Sub-structure assembled frame structure | |
| CN103741944B (en) | Fixation kit, template system containing this fixation kit and body of wall casting method | |
| CN109469232A (en) | A kind of method for obligating and device of the floor reserved steel bar for climbing formwork for construction | |
| CN208518137U (en) | A kind of closed-section steel deck combined concrete shear wall connecting node | |
| CN108360690B (en) | Column cap connection reinforced beam slab structure | |
| CN208267362U (en) | A kind of constructing device of deformation joint concrete wall formwork | |
| CN110076886A (en) | A kind of bridge prefabrication box beam hogging moment notch locating template and its application method | |
| CN206987345U (en) | A kind of scaffold connecting structure for aluminum alloy mould plate construction | |
| CN215212387U (en) | Basement outer wall template reinforced structure | |
| CN205742988U (en) | The explosion-proof membrane module of template one word piece | |
| CN212224611U (en) | Shear force wall pouring template reinforcing apparatus | |
| CN209907580U (en) | Bamboo-concrete composite structure that gluing formula is connected | |
| CN208346805U (en) | A kind of precast concrete ring solid square pile | |
| CN201627203U (en) | Revolvable ground anchor device for single-side support form | |
| CN206090965U (en) | Cast -in -place composite wall | |
| CN111101617A (en) | Combined anti-cracking structure of filler wall and construction method | |
| CN110424534A (en) | A kind of prefabricated assembled non-reinforced concrete frame and its construction method | |
| CN219569679U (en) | Structure for improving quality of secondary structure constructional column | |
| CN217028082U (en) | Novel constructional column horn mouth regularization device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |