CN207469596U - A kind of beam column outer rim is exempted to tear concrete mold open - Google Patents
A kind of beam column outer rim is exempted to tear concrete mold open Download PDFInfo
- Publication number
- CN207469596U CN207469596U CN201721459914.XU CN201721459914U CN207469596U CN 207469596 U CN207469596 U CN 207469596U CN 201721459914 U CN201721459914 U CN 201721459914U CN 207469596 U CN207469596 U CN 207469596U
- Authority
- CN
- China
- Prior art keywords
- beam forms
- column template
- column
- exempted
- outer rim
- 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
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model belongs to assembled technical field, exempt to tear concrete mold open more particularly to a kind of beam column outer rim, including column template and beam forms, beam forms is seated on column template during use, column template is cylindrical in shape, beam forms is channel-shaped, column template upper end is equipped with the notch being put into for beam forms, the lateral opening direction of beam forms is identical with the upper end opening direction of column template, the column template and beam forms is made by fiber concrete, the utility model is simple in structure, convenient disassembly, breaks away from traditional construction steel, wood and the limitation of other templates.
Description
Technical field
The utility model belongs to apparatus for building technical field, and in particular to a kind of beam column outer rim is exempted to tear concrete mold open.
Background technology
During building construction, pouring for beam column is using after binding reinforcing bars, using concreting, is poured to ensure
Concrete sizing after building, often using steel form or plank sheathing, is attached to the outer wall of the concrete after pouring, makes the coagulation after pouring
It is removed again after soil sizing, but this method is relatively complicated, and in the process of concrete removal, is also easy to damage and having poured
Concrete, therefore the prior art needs further improve.
Invention content
The purpose of this utility model is to provide a kind of simple in structure, convenient disassembly, break away from traditional construction steel, wood and other
The beam column outer rim concrete mold of template limitation.
Based on above-mentioned purpose, the utility model adopts the following technical scheme that：
A kind of beam column outer rim is exempted to tear concrete mold open, and including column template and beam forms, column template is orthogonal with beam forms,
Column template is cylindrical in shape, and beam forms is the tubular of one side opening, and column template upper end is equipped with the notch being put into for beam forms, beam forms
Lateral opening direction it is identical with the upper end opening direction of column template, the column template and beam forms is made by fiber concrete
It forms.
Further, the column template is in cuboid cylinder, and beam forms is the cuboid cylinder of one side opening, and described lacks
In " Qian " shape, one end of beam forms is placed in notch mouth just.
Further, the plate face thickness of the column template is 30-50mm.
Further, the plate face thickness of the beam forms is 30-50mm.
Further, the beam forms side is equipped with grout hole, and grout hole is several and along the length side of beam forms
To uniformly equidistantly arrangement.
Further, described the distance between the grout hole two-by-two is 600mm.
Further, the beam forms is divided into indoor beam forms and outdoor beam forms, and indoor beam forms includes two first
Riser and one first transverse slat, two starting staves height is identical, and outdoor beam forms includes two second risers and one second transverse slat, and two the
The height of two risers is different, and one second riser is adjacent with starting stave and height is identical, and another second riser is perpendicular higher than one second
Plate.
The utility model is reduced manually, and column template and beam form without as traditional Steel-wood forming board, splicing one by one
Plate is made by fiber concrete without dismounting, saves a large amount of fee of material, the utility model directly processes beam column template
After the completion, it then transports to construction site, realizes that the batch production of template is prefabricated, standardization level is high, and smooth in appearance, defect is few, matter
Amount is high, reduces project cost.
Description of the drawings
Fig. 1 is the connection diagram of column template and beam forms；
Fig. 2 is the front view of column template；
Fig. 3 is the location diagram of grout hole and beam forms；
Fig. 4 is the structure diagram of indoor beam forms；
Fig. 5 is the structure diagram of outdoor beam forms.
Specific embodiment
Embodiment 1：
A kind of beam column outer rim such as Fig. 1-5 is exempted to tear concrete mold open, including column template 1 and beam forms 2, column template 1 and beam
Template 2 is orthogonal, and column template 1 is in cuboid cylinder, and beam forms 2 is the cuboid cylinder of one side opening, which supplies steel reinforcement cage
It is put into, the lateral opening direction of beam forms 2 is identical with the upper end opening direction of column template 1, and 1 upper end of column template is equipped with for beam forms
2 notches 3 being inserted into, the notch 3 are in " Qian " shape, and one end of beam forms 2 is placed in notch 3 from top to bottom just, column mould
Plate 1 and beam forms 2 are integrally formed and are made by fiber concrete, and the plate face thickness of column template 1 and beam forms 2 is 30mm,
2 side of beam forms is equipped with grout hole 4, and the position of the grout hole 4 is opposite with 2 lateral opening of beam forms, and grout hole 4 is
It five and is uniformly equidistantly arranged along the length direction of beam forms 2, the distance between grout hole 4 is 600mm two-by-two, the beam forms
2 points are indoor beam forms 201 and outdoor beam forms 202, and indoor beam forms 201 includes two starting staves 2011 and one first transverse slat
2012, two starting staves, 2011 height is identical, and length is identical, and outdoor beam forms 202 includes two second risers 2021 and one second
Transverse slat, the height of two second risers 2021 is different, and length is identical, and one second riser 2021 is adjacent with starting stave 2011 and highly
Identical, another second riser 2021 is 60-70mm higher than one second riser 2021, higher by one in outdoor beam forms 202 when building
Second riser 2021 of side is towards the side of outer surface of wall.
In use, two column templates 1 to be first placed on to the position for needing to construct, beam form is built between two column templates 1
Plate 2, the lateral opening direction of beam forms 2 is identical with the upper end opening direction of column template 1, and the steel reinforcement cage 5 bound is placed in
The inside of column template 1, then the steel reinforcement cage 5 bound is placed in beam forms 2, by the reinforcing bar between column template 1 and beam forms 2
The abutment end of cage 5 is bound, and superimposed sheet is built on beam forms 2, casting concrete in the steel reinforcement cage 5 into column template 1, then
Beam forms 2 and superimposed sheet are poured.
The notch 3 of the column template 1 can be one, two, three or four, and 3 quantity of notch is according to construction
Depending on middle 2 quantity of beam forms to be connected.
Embodiment 2：
The embodiment described 2 and the plate face thickness for being distinguished as column template 1 and beam forms 2 of embodiment 1 are 40mm.
Embodiment 3：
The embodiment described 3 and the plate face thickness for being distinguished as column template 1 and beam forms 2 of embodiment 1 are 50mm.
Embodiment 4：
The embodiment described 4 is distinguished as 1 plate face thickness of column template as 50mm with embodiment 1, the plate face thickness of beam forms 2
For 40mm.
Embodiment 5：
The embodiment described 5 is distinguished as 1 plate face thickness of column template as 40mm with embodiment 1, the plate face thickness of beam forms 2
For 30mm.
Embodiment 6：
The embodiment described 6 is distinguished as 1 plate face thickness of column template as 30mm with embodiment 1, the plate face thickness of beam forms 2
For 50mm.
Claims (7)
1. a kind of beam column outer rim is exempted to tear concrete mold open, which is characterized in that including column template and beam forms, column template and beam forms
Orthogonal, column template is cylindrical in shape, and beam forms is the tubular of one side opening, and column template upper end is equipped with to be lacked for what beam forms was put into
Mouthful, the lateral opening direction of beam forms is identical with the upper end opening direction of column template, and the column template and beam forms are by fiber
Concrete for making forms.
2. a kind of beam column outer rim according to claim 1 is exempted to tear concrete mold open, which is characterized in that the column template is in
Cuboid cylinder, beam forms are the cuboid cylinder of one side opening, and the notch is in " Qian " shape, and one end of beam forms is placed just
In notch.
3. a kind of beam column outer rim according to claim 2 is exempted to tear concrete mold open, which is characterized in that the column template
Plate face thickness is 30-50mm.
4. a kind of beam column outer rim according to Claims 2 or 3 is exempted to tear concrete mold open, which is characterized in that the beam form
The plate face thickness of plate is 30-50mm.
5. a kind of beam column outer rim according to claim 4 is exempted to tear concrete mold open, which is characterized in that the beam forms side
Face is equipped with grout hole, and grout hole is uniformly equidistantly arranged for several and along beam forms length directions.
6. a kind of beam column outer rim according to claim 5 is exempted to tear concrete mold open, which is characterized in that the grouting two-by-two
The distance between hole is 600mm.
7. a kind of beam column outer rim according to claim 1 or 6 is exempted to tear concrete mold open, which is characterized in that the beam form
Plate is divided into indoor beam forms and outdoor beam forms, and indoor beam forms includes two starting staves and one first transverse slat, two starting staves
Highly identical, outdoor beam forms includes two second risers and one second transverse slat, and the height of two second risers is different, one second riser
Adjacent and height is identical with starting stave, and another second riser is higher than one second riser.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721459914.XU CN207469596U (en) | 2017-11-06 | 2017-11-06 | A kind of beam column outer rim is exempted to tear concrete mold open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721459914.XU CN207469596U (en) | 2017-11-06 | 2017-11-06 | A kind of beam column outer rim is exempted to tear concrete mold open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207469596U true CN207469596U (en) | 2018-06-08 |
Family
ID=62262429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721459914.XU Expired - Fee Related CN207469596U (en) | 2017-11-06 | 2017-11-06 | A kind of beam column outer rim is exempted to tear concrete mold open |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207469596U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322436A (en) * | 2018-11-09 | 2019-02-12 | 朱新伟 | Assembled cylinder |
| TWI677417B (en) * | 2018-08-23 | 2019-11-21 | 潤弘精密工程事業股份有限公司 | Positioning mold for manufacturing pre-casting beam-column structure and method of manufacturing pre-casting beam-column structure using the same |
-
2017
- 2017-11-06 CN CN201721459914.XU patent/CN207469596U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI677417B (en) * | 2018-08-23 | 2019-11-21 | 潤弘精密工程事業股份有限公司 | Positioning mold for manufacturing pre-casting beam-column structure and method of manufacturing pre-casting beam-column structure using the same |
| CN109322436A (en) * | 2018-11-09 | 2019-02-12 | 朱新伟 | Assembled cylinder |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203712840U (en) | Small box girder concrete pouring mold | |
| CN104963431A (en) | Corner structural column construction method | |
| CN102677896B (en) | Bathroom settlement plate shaping mould and construction method | |
| CN105064548A (en) | Wall structure of dismounting-free constructional column formwork and construction method of wall structure | |
| CN106113230B (en) | The non-type prefabricated for bench, template system and its construction method can be had enough to meet the need | |
| CN207469596U (en) | A kind of beam column outer rim is exempted to tear concrete mold open | |
| CN107514138A (en) | Fast assembling-disassembling building template system and its construction method | |
| CN103556819A (en) | Construction method for reserving constructional column holes in beam plate | |
| CN106351376A (en) | Construction method of garage roof | |
| CN203769310U (en) | Steel column mould | |
| CN107100366A (en) | A kind of construction method for skyscraper reinforced concrete stairs formwork | |
| CN103122672A (en) | Ring beam brick | |
| CN105484421A (en) | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method | |
| CN110821164A (en) | Cast-in-situ large-area reinforced concrete hollowed special-shaped column body mould and construction method thereof | |
| CN208343121U (en) | Prefabricated assembled steel structure concrete wallboard mould | |
| CN206784924U (en) | A kind of combined type structure post steel form | |
| CN102912977A (en) | Mold used for pouring shaped stair | |
| CN205712565U (en) | A kind of prefabricated two-sided wall | |
| JP2017064928A (en) | Method for production of precast concrete having three-dimensional curved surface, and mold form | |
| CN105804396B (en) | A kind of non-type, template system precast stair bench and construction can be had enough to meet the need | |
| CN212201282U (en) | Cast-in-situ large-area reinforced concrete hollowed special-shaped column mold | |
| CN108035548A (en) | The closed template construction method of cast-in-place concrete stair | |
| CN207526118U (en) | For pre-buried and closure unwrapping wire hole unwrapping wire punch die | |
| CN104074354A (en) | Plate-insertion type cast-in-place staircase template and use method of plate-insertion type cast-in-place staircase template | |
| CN205476468U (en) | Non - design, can all rotary die plate bodys be prefabricated staircase bench template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Chen Xinshuai Inventor after: Liu Lianshan Inventor after: Fan Shaozhen Inventor after: Zhu Yongchang Inventor before: Chen Xinshuai Inventor before: Liu Lianshan |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180608 Termination date: 20211106 |