CN203257091U - Beam column joint concrete forming die - Google Patents
Beam column joint concrete forming die Download PDFInfo
- Publication number
- CN203257091U CN203257091U CN 201320245708 CN201320245708U CN203257091U CN 203257091 U CN203257091 U CN 203257091U CN 201320245708 CN201320245708 CN 201320245708 CN 201320245708 U CN201320245708 U CN 201320245708U CN 203257091 U CN203257091 U CN 203257091U
- Authority
- CN
- China
- Prior art keywords
- side mold
- joint concrete
- column joint
- beam column
- forming die
- 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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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a beam column joint concrete forming die which is used for beam column joint concrete forming. The beam column joint concrete forming die comprises side mold boards, the side mold boards are connected to form a side mold device, a beam groove is formed in the top of each side mold board, back edges are arranged outside the side mold device, the side mold device is in the shape of a polygon, the back edges are evenly and vertically arranged on the side mold boards, and back edges are arranged at the edges of the outer sides of the side mold boards and the outer sides of the beam grooves. The side mold device is defined by four side mold boards in a surrounding mode to form a rectangular side mold device, and the rectangular side mold device can be formed by the side mold boards integrally in a splicing mode in advance. Due to the fact that the beam column joint concrete forming die is formed integrally in the splicing mode in advance, the beam column joint concrete forming die can be arranged at the head of a column in a hoisting mode directly and conveniently. After the beam column joint concrete forming die is arranged on the head of the column in a hoisting mode, a beam bottom mold board is arranged at the lower edge of the rectangular groove, the lower portion of the whole mold is arranged below the upper edge of the column head, so that root rotting can be effectively avoided, and the forming impression of the concrete at the beam column joint is good.
Description
Technical field
The utility model relates to a kind of concrete formation mould, especially a kind of column beam joint concrete formation mould.
Background technology
In construction work concrete structure construction process, the moulding way of column beam joint is generally and installs first wall column formwork, re-lay beam bottom mother plate, install at last side template, in wall column formwork, beam bottom mother plate and side template splicing, usually because splicing place is too much, perhaps the absolute altitude of wall column and beam slab binding site is not controlled well, cause occurring in the concrete construction running pulp, occur the quality problems such as mashed root, moulding impression be poor behind the column beam joint concrete formation.
The utility model content
For solve splicing place of concrete structure construction beam-column joint forming panel too much, wall column and beam slab binding site absolute altitude is wayward, easily cause running pulp, mashed root and the poor problem of moulding impression, the utility model provide a kind of in advance assembly unit one-body molded, be convenient to lift, the mashed column beam joint concrete formation mould that root is few, the moulding impression is good.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of column beam joint concrete formation mould comprises side template, and described side template connects and composes side mold device, and described side template top is provided with the beam groove, and described side mold device is provided with back cord outward.
Preferably, side mold device is shaped as polygon.
Preferably, back cord vertically is located on the side template uniformly.
Preferably, side template and beam groove outer ledge place are provided with back cord.
The beneficial effects of the utility model are:
1, side mold device of the present utility model can be enclosed the rectangular side die device by four side templates, and this rectangular side die device can be one-body molded by the side template assembly unit in advance.
2, therefore the utility model is convenient to directly be lifted on post head because in advance assembly unit is one-body molded.
3, because after the utility model was lifted on post head, beam bottom mother plate was positioned at the place, lower edge of rectangular channel, and therefore the bottom of whole mould can effectively avoid mashed root below the column cap upper edge, makes the concrete formation impression at column beam joint place good.
Description of drawings
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the utility model installation site schematic diagram.
Among the figure, 1. side mold device, 2. back cord, 3 beam grooves, 4. post, 5. beam.
The specific embodiment
Such as Fig. 1-shown in Figure 2, this column beam joint concrete formation mould is by side template, and back cord 2 consists of, and side template is preferably the thick wooden form of 18mm, and back cord 2 is preferably 50mm * 100mm wood a tree, used in making timber for boats.
The fixedly back cord 2 that the outside of side mold device 1 is vertical, back cord 2 adopts iron nail to be fixed on the side mold device 1, all be fixed with a back cord 2 in each edge along side template and rectangular beam groove 3 and join with edge, and with side mold device 1 on the vertical back cord that arranges 2 intersect fixing.
This column beam joint concrete formation mould, in advance assembly unit is one-body molded, and directly lifting uses it also can effectively avoid mashed root, makes the concrete formation impression at column beam joint place good.
Should be understood that the above-mentioned specific embodiment of the present utility model only is used for exemplary illustration or explains principle of the present utility model, and does not consist of restriction of the present utility model.Therefore, any modification of in the situation that does not depart from spirit and scope of the present utility model, making, be equal to replacement, improvement etc., all should be included within the protection domain of the present utility model.In addition, the utility model claims are intended to contain whole variations and the modification in the equivalents that falls into claims scope and border or this scope and border.
Claims (4)
1. a column beam joint concrete formation mould comprises side template, it is characterized in that: described side template connects and composes side mold device (1), and described side template top is provided with beam groove (3), the outer back cord (2) that is provided with of described side mold device (1).
2. column beam joint concrete formation mould according to claim 1, it is characterized in that: described side mold device (1) is shaped as polygon.
3. column beam joint concrete formation mould according to claim 1, it is characterized in that: described back cord (2) vertically is located on the side template uniformly.
4. column beam joint concrete formation mould according to claim 1, it is characterized in that: described side template and beam groove (3) outer ledge place are provided with back cord (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320245708 CN203257091U (en) | 2013-05-08 | 2013-05-08 | Beam column joint concrete forming die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320245708 CN203257091U (en) | 2013-05-08 | 2013-05-08 | Beam column joint concrete forming die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203257091U true CN203257091U (en) | 2013-10-30 |
Family
ID=49469669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320245708 Expired - Fee Related CN203257091U (en) | 2013-05-08 | 2013-05-08 | Beam column joint concrete forming die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203257091U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047625A (en) * | 2021-02-07 | 2021-06-29 | 东南大学 | Finished steel reinforcement cage grading assembly method suitable for bearing metal beam template |
| CN113047627A (en) * | 2021-02-07 | 2021-06-29 | 东南大学 | Finished steel reinforcement cage grading assembly method suitable for bearing metal column template |
-
2013
- 2013-05-08 CN CN 201320245708 patent/CN203257091U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047625A (en) * | 2021-02-07 | 2021-06-29 | 东南大学 | Finished steel reinforcement cage grading assembly method suitable for bearing metal beam template |
| CN113047627A (en) * | 2021-02-07 | 2021-06-29 | 东南大学 | Finished steel reinforcement cage grading assembly method suitable for bearing metal column template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131030 Termination date: 20210508 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |