CN2318323Y - Concrete form block for building gird, lintel - Google Patents
Concrete form block for building gird, lintel Download PDFInfo
- Publication number
- CN2318323Y CN2318323Y CN 97232632 CN97232632U CN2318323Y CN 2318323 Y CN2318323 Y CN 2318323Y CN 97232632 CN97232632 CN 97232632 CN 97232632 U CN97232632 U CN 97232632U CN 2318323 Y CN2318323 Y CN 2318323Y
- Authority
- CN
- China
- Prior art keywords
- lintel
- concrete
- gird
- utility
- construction
- 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.)
- Expired - Fee Related
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Abstract
The utility model relates to a concrete form block for a building gird and lintel. The utility model can overcome the defect that the wooden or steel concrete form can do gird and the lintel construction and can effect the construction progress and the construction quality of the girth and the lintel. The utility model is provided with a concrete square plane bottom surface 1 whose two parallel sides are respectively provided with concrete plane side surfaces 2 which are vertical to the bottom surface 1. Two side surfaces totally are squares and have same size. The two side surfaces 2 and the bottom surface 1 can be made into integration. The utility model can be mainly used for the gird and the lintel construction, and a following procedure can be done without disassembling after construction, no gird maintenance and no lintel maintenance.
Description
The utility model relates to a kind of in the building engineering construction process, makes the template piece of collar tie beam, lintel concrete.
In the building masonry project, the construction of collar tie beam, lintel is the principal element that influences the integral construction progress.Wooden form or steel template are generally adopted in the construction of collar tie beam, lintel.Adopt wooden form can waste in a large number not material, modulus is improper sometimes to use the steel template, brings difficulty to construction.Before and after construction, to adorn, tear open, increase labour intensity, influence construction speed template.Because wooden or steel template is adopted at collar tie beam or lintel position of living in, collar tie beam or lintel concrete need the maintenance processes of a long period, just can carry out next procedure, and the progress of whole engineering is prolonged.Sometimes expose owing to template deformation, spillage cause reinforcing bar, concrete curing is difficult to be guaranteed, the quality of influence construction.
The purpose of this utility model is to design a kind of collar tie beam, the lintel concrete form piece that need not dismantle, need not consider collar tie beam, lintel concrete curing problem.
The purpose of this utility model is achieved in that building collar tie beam, lintel concrete form piece, and it has concrete system square planar bottom surface 1.Its special character is, respectively has a concrete system planar side 2 vertical with bottom surface 1 on two parallel limits of bottom surface 1.Two sides 2 all are square, and size is identical.Two sides 2 are integral with bottom surface 1.
Bottom surface 1 is square, comprises square and rectangle.Side 2 is square, comprises square and rectangle.
Has hole 3 on the bottom surface 1 of the present utility model.
Hole 3 can be the full circle hole of driveing 1 middle part in the bottom surface, also can be the semicircle orifice of driveing 1 end in the bottom surface, can also be the hole of other shape.
The utility model is a concrete molding plate, its width is identical with the design size of collar tie beam, lintel with height, the length direction of collar tie beam, lintel can adopt many this template pieces butt joints to form a whole collar tie beam, cross beam forms, and reinforcing bar and collar tie beam, lintel concrete directly are added in the groove that bottom surface 1 of the present utility model and two sides 2 surround.The utility model and body of wall and collar tie beam, lintel concrete have stronger adhesion stress, needn't dismantle after the use, a direct part as collar tie beam, lintel.Hole 3 can make collar tie beam, lintel concrete combine with body of wall better, makes body of wall, the utility model and collar tie beam, lintel concrete become as a whole, improves workmanship.Use the utility model can avoid adopting wooden or the steel template because of template deformation, influence this shortcoming of wall leveling degree, also can avoid exposing owing to the reinforcing bar that template deformation, spillage cause.In addition, the utility model can subtract constructs to collar tie beam, lintel, need not consider the maintenance of collar tie beam, lintel concrete, can directly carry out next procedure after the construction, accelerates the progress of building operations.
Below in conjunction with accompanying drawing embodiment of the present utility model is described in detail.
Accompanying drawing is a structural representation of the present utility model.
As shown in drawings, present embodiment is collar tie beam, the lintel concrete form piece of concrete system, and it has rectangular flat bottom 1, respectively has a planar side 2 vertical with bottom surface 1 on two parallel limits of bottom surface 1.Two sides all are square, and size is identical, and two sides 2 are integral with bottom surface 1.One end of bottom surface 1 has semicircle orifice 3.The width of the bottom surface 1 of present embodiment is identical with the width of the design of collar tie beam or lintel, and the height of side 2 is identical with the design height of collar tie beam or lintel.Present embodiment adopts the harsh concrete manufacturing, with dither, compression molding production, after maintenance after a while, just can be used for the construction of collar tie beam or lintel.
During use, at the length direction of collar tie beam or lintel that present embodiment is end to end, form a complete collar tie beam or lintel concrete form.Reinforcing bar is placed in the groove that is surrounded by bottom surface 1 and side 2, adds collar tie beam or lintel concrete then in this groove, vibration makes it closely knit evenly.Because present embodiment is concrete system product, it and body of wall and collar tie beam or lintel concrete have very strong adhesion stress, and an end of bottom surface has semicircle orifice 3, and collar tie beam or lintel concrete can pass through hole 3 and combine with body of wall.Collar tie beam or lintel concrete, present embodiment and body of wall just are combined into an integral body like this.
Claims (2)
1. building collar tie beam, lintel concrete form piece, it has concrete system square planar bottom surface (1), it is characterized in that, respectively has a concrete system planar side (2) vertical on two parallel limits of bottom surface (1) with bottom surface (1), two sides (2) all are square, and size is identical, and two sides (2) are integral with bottom surface (1).
2. building collar tie beam according to claim 1, lintel concrete form piece is characterized in that, have hole (3) on bottom surface (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97232632 CN2318323Y (en) | 1997-04-18 | 1997-04-18 | Concrete form block for building gird, lintel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97232632 CN2318323Y (en) | 1997-04-18 | 1997-04-18 | Concrete form block for building gird, lintel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2318323Y true CN2318323Y (en) | 1999-05-12 |
Family
ID=33944399
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 97232632 Expired - Fee Related CN2318323Y (en) | 1997-04-18 | 1997-04-18 | Concrete form block for building gird, lintel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2318323Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110541520A (en) * | 2019-09-02 | 2019-12-06 | 威海建设集团股份有限公司 | construction method of horizontal component of secondary structure of building engineering wall |
-
1997
- 1997-04-18 CN CN 97232632 patent/CN2318323Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110541520A (en) * | 2019-09-02 | 2019-12-06 | 威海建设集团股份有限公司 | construction method of horizontal component of secondary structure of building engineering wall |
| CN110541520B (en) * | 2019-09-02 | 2021-06-01 | 威海建设集团股份有限公司 | Construction method of horizontal component of secondary structure of building engineering wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |