CN217299794U - Angle steel shear force wall post presser foot structure - Google Patents
Angle steel shear force wall post presser foot structure Download PDFInfo
- Publication number
- CN217299794U CN217299794U CN202123341109.6U CN202123341109U CN217299794U CN 217299794 U CN217299794 U CN 217299794U CN 202123341109 U CN202123341109 U CN 202123341109U CN 217299794 U CN217299794 U CN 217299794U
- Authority
- CN
- China
- Prior art keywords
- presser foot
- diaphragm
- template
- angle steel
- templates
- 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 relates to a building technical field, concretely relates to angle steel shear force wall post presser foot structure, two templates including parallel arrangement, form the holding chamber that is used for pouring the shear force wall between two templates, the bottom of two templates all is fixed with the presser foot, the presser foot adopts the angle steel to make, the presser foot includes diaphragm and the riser of vertical fixation in diaphragm one side, the riser laminating is inboard in the bottom of template, the bottom crimping of template is on the diaphragm, and the diaphragm stretches to the outside of template, and a plurality of fixed orificess have been seted up to the diaphragm along its length direction, and the diaphragm passes the fixed orifices nail through the cement nail on the cement bottom plate. The utility model discloses an at the equal fixed presser foot in the bottom of two templates, the riser of presser foot is inboard laminated with the bottom of template, and the diaphragm of presser foot stretches to the outside of template, and the diaphragm passes the fixed orifices nail through the cement nail on the cement bottom plate, can solve current shear force column base because the shutoff can not cause leaking thick liquid, honeycomb scheduling problem, simple structure, convenient to use strictly.
Description
Technical Field
The utility model relates to a building technical field, concretely relates to angle steel shear force wall post presser foot structure.
Background
With the improvement of urban building earthquake-resistant requirements, the application of shear wall structural forms is increasing day by day. When the shear wall with the corner is used for pouring concrete, the male and female angle templates of the two vertical wall limbs are effectively fixed, so that the quality of the formed appearance of the concrete is guaranteed.
The existing shear wall column base can cause the problems of slurry leakage, honeycomb and the like due to untight plugging, and the problems are solved by generally nailing small batten strips to press foot plates or plugging mortar in advance at present. But the wood board lath is frequently damaged in the process of dismantling, the more the floor is, the less the adopted material is, and the problems still occur; when mortar is used for plugging, the conditions of worker stealing, leakage and less plugging occur, and the process acceptance is not easy to be checked.
Disclosure of Invention
In order to overcome the shortcoming and the insufficiency that exist among the prior art, the utility model aims to provide an angle steel shear wall column presser foot structure.
The purpose of the utility model is realized through the following technical scheme: the utility model provides an angle steel shear force wall post presser foot structure, including two templates of parallel arrangement, form the holding chamber that is used for pouring the shear force wall between two templates, the bottom of two templates all is fixed with the presser foot, the presser foot adopts the angle steel to make, the presser foot includes diaphragm and the riser of vertical fixation in diaphragm one side, the riser laminating is inboard in the bottom of template, the bottom crimping of template is on the diaphragm, and the diaphragm stretches to the outside of template, the diaphragm has seted up a plurality of fixed orificess along its length direction, the diaphragm passes the fixed orifices nail through the cement nail and follows on the cement bottom plate.
Furthermore, a double-sided adhesive tape is attached to the joint of the inner side surface of the bottom of the template and the vertical plate.
Furthermore, the top of diaphragm be fixed with the baffle that the riser is parallel, the bottom lateral surface of template has cushion and regulating plate from inside to outside laminating in proper order, and the baffle spiro union has the bolt, and the right-hand member of bolt passes the baffle and is contradicted with the left surface of regulating plate and be connected.
Furthermore, a fastening nut is screwed on the bolt.
Furthermore, the cushion block is a high-abrasion-resistance TPU rubber mat.
Furthermore, the thickness of the template is 10-20mm, the thickness of the presser foot is 4-6mm, and the distance between every two adjacent fixing holes is 20-40 mm.
The beneficial effects of the utility model reside in that: the utility model discloses an at the equal fixed presser foot in the bottom of two templates, the riser of presser foot and the inboard laminating in bottom of template, the diaphragm of presser foot stretches to the outside of template, and the diaphragm passes the fixed orifices nail through the cement nail on cement bottom plate, can solve current shear force column base because the shutoff can not lead to the fact leaking thick liquid, honeycomb scheduling problem, simple structure, convenient to use strictly.
Drawings
Fig. 1 is a cross-sectional view of a first embodiment of the present invention.
Fig. 2 is a top view of the foot pressing plate of the present invention.
Fig. 3 is a partial sectional view of a second embodiment of the present invention.
The reference signs are: the double-sided adhesive tape comprises a template 1, an accommodating cavity 10, a double-sided adhesive tape 11, a pressure foot 2, a transverse plate 21, a vertical plate 22, a fixing hole 23, a cement nail 24, a baffle plate 3, a cushion block 31, an adjusting plate 32, a bolt 33 and a fastening nut 34.
Detailed Description
In order to facilitate the understanding of those skilled in the art, the present invention will be further described with reference to the following examples and accompanying fig. 1-3, which are not intended to limit the present invention.
As shown in fig. 1-2, an embodiment one of angle steel shear wall post presser foot structure, including two templates 1 of parallel arrangement, form the holding chamber 10 that is used for pouring the shear force wall between two templates 1, the bottom of two templates 1 all is fixed with presser foot 2, presser foot 2 adopts the angle steel to make, presser foot 2 includes diaphragm 21 and the riser 22 of vertical fixation in diaphragm 21 one side, riser 22 is laminated in the bottom of template 1 inboard, the bottom crimping of template 1 is on diaphragm 21, and diaphragm 21 stretches to the outside of template 1, diaphragm 21 has seted up a plurality of fixed orificess 23 along its length direction, diaphragm 21 passes fixed orifices 23 through cement nail 24 and follows the nail on the cement bottom plate.
The utility model discloses an all fix presser foot 2 in the bottom of two templates 1, the riser 22 of presser foot 2 and the inboard laminating in bottom of template 1, the diaphragm 21 of presser foot 2 stretches to the outside of template 1, and diaphragm 21 passes fixed orifices 23 nails through cement nail 24 on the cement bottom plate, can solve current shear force column foot because the shutoff can not lead to the fact leak thick liquid, honeycomb scheduling problem, simple structure, convenient to use tightly.
In this embodiment, the thickness of the template 1 is 10-20mm, the thickness of the presser foot 2 is 4-6mm, and the distance between two adjacent fixing holes 23 is 20-40 mm.
As shown in fig. 3, a second embodiment of the angle steel shear wall column presser foot structure of the present invention is different from the first embodiment in that: and a double-sided adhesive tape 11 is attached to the joint of the inner side surface of the bottom of the template 1 and the vertical plate 22. The arrangement of the double-sided adhesive tape 11 can better prevent slurry leakage.
In this embodiment, the top of diaphragm 21 be fixed with the parallel baffle 3 of riser 22, the bottom lateral surface of template 1 has laminating cushion 31 and regulating plate 32 from inside to outside in proper order, and 3 spiro unions of baffle have bolt 33, and the right-hand member of bolt 33 passes baffle 3 and is connected with the left surface conflict of regulating plate 32. The arrangement of the structure is convenient for fixing the template 1, and the problems of slurry leakage, honeycomb and the like caused by untight plugging of the column base of the existing shear wall can be solved.
In this embodiment, a fastening nut 34 is screwed to the bolt 33. The fastening nuts 34 are provided to fasten the bolts 33 and fix the formwork 1.
In this embodiment, the pad 31 is a high wear-resistant TPU rubber pad. The high-wear-resistance TPU rubber mat has the advantages of excellent wear resistance, high hardness, high strength, good elasticity and the like, and can better fix the template 1.
The above-mentioned embodiment is the utility model discloses the implementation of preferred, in addition, the utility model discloses can also realize by other modes, not deviating from the utility model discloses any obvious replacement is all within the protection scope under the prerequisite of design.
Claims (6)
1. The utility model provides an angle steel shear wall column presser foot structure, includes two templates of parallel arrangement, forms the holding chamber that is used for pouring the shear wall between two templates, its characterized in that: the bottom of two templates all is fixed with the presser foot, and the presser foot adopts the angle steel to make, and the presser foot includes diaphragm and the riser of vertical fixation in diaphragm one side, and the riser laminating is inboard in the bottom of template, and the bottom crimping of template is on the diaphragm, and the diaphragm stretches to the outside of template, and a plurality of fixed orificess have been seted up along its length direction to the diaphragm, and the diaphragm passes the fixed orifices nail through the cement nail on the cement bottom plate.
2. The angle steel shear wall column presser foot structure of claim 1, characterized in that: and a double-sided adhesive tape is attached to the joint of the inner side surface of the bottom of the template and the vertical plate.
3. The angle steel shear wall column presser foot structure of claim 1, characterized in that: the top of diaphragm be fixed with the baffle that the riser is parallel, the bottom lateral surface of template has cushion and regulating plate from inside to outside laminating in proper order, and the baffle spiro union has the bolt, and the right-hand member of bolt passes the baffle and is contradicted with the left surface of regulating plate and be connected.
4. The angle steel shear wall column presser foot structure of claim 3, characterized in that: and the bolt is screwed with a fastening nut.
5. The angle steel shear wall column presser foot structure of claim 3, characterized in that: the cushion block is a high-wear-resistance TPU rubber cushion.
6. The angle steel shear wall column presser foot structure of claim 1, characterized in that: the thickness of the template is 10-20mm, the thickness of the presser foot is 4-6mm, and the distance between every two adjacent fixing holes is 20-40 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123341109.6U CN217299794U (en) | 2021-12-28 | 2021-12-28 | Angle steel shear force wall post presser foot structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123341109.6U CN217299794U (en) | 2021-12-28 | 2021-12-28 | Angle steel shear force wall post presser foot structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217299794U true CN217299794U (en) | 2022-08-26 |
Family
ID=82921553
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123341109.6U Active CN217299794U (en) | 2021-12-28 | 2021-12-28 | Angle steel shear force wall post presser foot structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217299794U (en) |
-
2021
- 2021-12-28 CN CN202123341109.6U patent/CN217299794U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP6968375B2 (en) | Formwork unit and concrete structure construction method | |
| CN211974453U (en) | Masonry brick wall steel plate belt reinforcing structure | |
| CN217299794U (en) | Angle steel shear force wall post presser foot structure | |
| CN114046041A (en) | Formwork reinforcing structure of as-cast finish concrete wall post-cast strip and construction method thereof | |
| CN219653923U (en) | Detachable building heat preservation room | |
| CN212053772U (en) | Aluminum mould root clearance plugging device | |
| CN207812702U (en) | A kind of connecting installation structure of prefabricated composite wallboard horizontal joint | |
| CN115749257A (en) | Prefabricated laminated slab cast-in-place strip construction supporting device and supporting method | |
| CN212478375U (en) | Thin stone material decorative board erection joint structure of heat preservation | |
| CN211313170U (en) | Adjustable difference unit assembled wood decorative surface structure | |
| CN210713375U (en) | Light steel keel wall structure | |
| CN109138242B (en) | Fireproof curtain wall | |
| CN211548538U (en) | Ceramic dry hanging structure | |
| CN212972652U (en) | Optimized installation and connection structure of light bracket on cement gypsum batten | |
| CN210164262U (en) | Prefabricated outer wall banding flitch fixed fixture of assembled structure | |
| CN213773983U (en) | Toilet partition board | |
| CN215670176U (en) | Detachable outer wall waterproof deformation joint construction structures | |
| CN115262892B (en) | Construction method of building exterior wall aluminum plate heat preservation integrated plate mounting structure | |
| CN219528390U (en) | Superimposed sheet clamping device and superimposed sheet braced system | |
| CN218970281U (en) | Novel superimposed sheet leak protection strip | |
| CN216446409U (en) | Novel special multi-functional backing plate of strengthening of wall battenboard | |
| CN220247615U (en) | Vertical component structure of concrete | |
| CN216921381U (en) | Template connecting structure | |
| CN220550707U (en) | Building water seepage prevention wall structure | |
| CN218779830U (en) | Assembled kitchen wall assembly |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |