CN207392428U - A kind of freezer enclosure wall connection structure using bracket load-bearing - Google Patents
A kind of freezer enclosure wall connection structure using bracket load-bearing Download PDFInfo
- Publication number
- CN207392428U CN207392428U CN201721442038.XU CN201721442038U CN207392428U CN 207392428 U CN207392428 U CN 207392428U CN 201721442038 U CN201721442038 U CN 201721442038U CN 207392428 U CN207392428 U CN 207392428U
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- China
- Prior art keywords
- freezer
- bracket
- enclosure wall
- concrete
- exterior enclosure
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Abstract
The utility model discloses a kind of freezer enclosure wall connection structures using bracket load-bearing, including the frame column (1) in freezer agent structure, frame column (1) is provided outside exterior enclosure wall (2), floor beam column (3) is provided at the top of every layer of freezer agent structure, concrete bracket (4) is cast on the outside of floor beam column (3), concrete bracket (4) edge sets concrete connecting-beam (5), exterior enclosure wall (2) is built by laying bricks or stones on concrete connecting-beam (5), it is provided in concrete bracket (4) and bends up muscle (6), tension indulges muscle (7) and stirrup (8).The beneficial effects of the utility model：For exterior enclosure wall weight as on the frame column where load input bracket, the two can serve as an entirety to calculate anti-seismic performance, while improve the anti-seismic performance of freezer exterior enclosure wall, ensure the security of bed rearrangement freezer.
Description
Technical field
The utility model is related to a kind of exterior enclosure walls applied to more, high-rise freezer in building structure constructing technology field
With the connection structure of the library main structure, more particularly to a kind of freezer enclosure wall connection structure using bracket load-bearing.
Background technology
In recent years, as China's economy sustainedly and stably develops, the people are higher and higher to quality of life requirement, and food is defended
Life, nutrition, fresh, convenient requirement are more and more urgent.With State Council and National Development and Reform Committee《Logistics adjusts and revitalizes rule
It draws》、《Agricultural product Cold Chain Logistics development plan》Issue, build advanced a collection of facility, energy conservation and environmental protection, efficiently applicable freezer has been
As urgent problem.Due to soil restricted problem, the freezer in construction is greatly more, high-rise civil engineering freezer.
More, high-rise generally all floors of civil engineering freezer are all equality of temperature storehouses, in order to reduce the quantity of insulating layer, reduce cost,
The frame column 1 in the exterior enclosure wall 2 of freezer and freezer agent structure is often disengaged into 20~30cm, central filler thermal insulation material,
And the floor between equality of temperature floor then no longer sets insulating layer (Fig. 1).The exterior enclosure wall 2 of freezer generally uses the burning of 240mm thickness
Brick wall is tied, in order to reduce cold bridge, it is common practice that 2 self-supporting of exterior enclosure wall sets the anchor system of only a few only at floor beam column 3
Beam is connected with the frame column 1 in freezer agent structure, and exterior enclosure wall 2 depends on frame column 1 (Fig. 2) by anchor binder, into
During row structural anti-seismic capacity, freezer agent structure can not calculate jointly with exterior enclosure wall, and the displacement and natural vibration period of the two
Difference is quite big, causes exterior enclosure wall anti-seismic performance excessively poor, the security of bed rearrangement freezer cannot be guaranteed.
Utility model content
The defects of for existing freezer enclosure wall poor seismic behavior and reality need, and the utility model provides a kind of using ox
The freezer enclosure wall connection structure of leg load-bearing.
To achieve these goals, the measure that the utility model is taken：
A kind of freezer enclosure wall connection structure using bracket load-bearing, including the frame column in freezer agent structure, frame
Column is provided outside exterior enclosure wall, and floor beam column is provided at the top of every layer of freezer agent structure, is cast on the outside of floor beam column
Concrete bracket, concrete bracket is along concrete connecting-beam is set, and exterior enclosure wall is built by laying bricks or stones on concrete connecting-beam, in concrete bracket
It sets and is improved bending up muscle, stirrup and preventing the tension of wall crazing from indulging muscle for concrete bracket intensity；
The length of the concrete bracket is 50~60cm；
Part between the concrete bracket and concrete connecting-beam is all enclosed with thermal insulation material.
The beneficial effects of the utility model：Exterior enclosure wall weight as load input bracket where frame column on,
Exterior enclosure wall is equivalent to the filling wall of freezer agent structure, all coordinates the displacement of agent structure and exterior enclosure wall and natural vibration period
Unanimously, ensure the globality of whole building, can serve as an entirety to calculate both during seismic Calculation, improve simultaneously
The anti-seismic performance of freezer exterior enclosure wall ensures the security of bed rearrangement freezer；Part between bracket and coupling beam is all using heat preservation
Material wraps up, and can reduce cold bridge caused by bracket.
Description of the drawings
The structure diagram of Fig. 1 freezer sections；
The schematic diagram of Fig. 2 anchor binder structures in the prior art；
Fig. 3 the utility model is in the node diagram of floor beam column；
The arrangement of reinforcement of bracket in Fig. 4 the utility model.
In figure, 1, frame column；2nd, exterior enclosure wall；3rd, floor beam column；4th, concrete bracket；5th, concrete connecting-beam；6th, bend up
Muscle；7th, tension indulges muscle；8th, stirrup.
Specific embodiment
The defects of to overcome existing freezer enclosure wall poor seismic behavior, meets real needs, and design is a kind of to be held using bracket
The freezer enclosure wall connection structure (such as Fig. 1, Fig. 3, Fig. 4) of weight, including the frame column 1 in freezer agent structure, 1 peripheral hardware of frame column
Exterior enclosure wall 2 is equipped with, floor beam column 3 is provided at the top of every layer of freezer agent structure, the outside of floor beam column 3 is cast with coagulation
Clay ox leg 4, concrete bracket 4 is along concrete connecting-beam 5 is set, and exterior enclosure wall 2 is built by laying bricks or stones on concrete connecting-beam 5, concrete bracket 4
Interior set is improved bending up muscle 6, stirrup 8 and preventing the tension of wall crazing from indulging muscle 7 for concrete bracket semi-finals degree；The coagulation
The length of clay ox leg 4 is 50~60cm；Part between the concrete bracket 4 and concrete connecting-beam 5 is all enclosed with thermal insulating material
Material.
The beneficial effects of the utility model：Exterior enclosure wall weight as load input bracket where frame column on,
Exterior enclosure wall is equivalent to the filling wall of freezer agent structure, all coordinates the displacement of agent structure and exterior enclosure wall and natural vibration period
Unanimously, ensure the globality of whole building, can serve as an entirety to calculate both during seismic Calculation, improve simultaneously
The anti-seismic performance of freezer exterior enclosure wall ensures the security of bed rearrangement freezer；Part between bracket and coupling beam is all using heat preservation
Material wraps up, and can reduce cold bridge caused by bracket.
The simple change and replacement of those ordinary skill in the art is all within the scope of protection of the utility model.
Claims (3)
1. a kind of freezer enclosure wall connection structure using bracket load-bearing, including the frame column (1) in freezer agent structure, frame
Column (1) is provided outside exterior enclosure wall (2), and floor beam column (3) is provided at the top of every layer of freezer agent structure, which is characterized in that
Concrete bracket (4) is cast on the outside of floor beam column (3), concrete bracket (4) edge sets concrete connecting-beam (5), peripheral protective
Wall (2) is built by laying bricks or stones on concrete connecting-beam (5), sets be improved concrete bracket (4) intensity to bend up muscle in concrete bracket (4)
(6), stirrup (8) and prevent the tension of wall crazing from indulging muscle (7).
2. a kind of freezer enclosure wall connection structure using bracket load-bearing according to claim 1, which is characterized in that described
The length of concrete bracket (4) is 50~60cm.
3. a kind of freezer enclosure wall connection structure using bracket load-bearing according to claim 1 or 2, which is characterized in that
Part between the concrete bracket (4) and concrete connecting-beam (5) is all enclosed with thermal insulation material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721442038.XU CN207392428U (en) | 2017-11-02 | 2017-11-02 | A kind of freezer enclosure wall connection structure using bracket load-bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721442038.XU CN207392428U (en) | 2017-11-02 | 2017-11-02 | A kind of freezer enclosure wall connection structure using bracket load-bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207392428U true CN207392428U (en) | 2018-05-22 |
Family
ID=62328020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721442038.XU Expired - Fee Related CN207392428U (en) | 2017-11-02 | 2017-11-02 | A kind of freezer enclosure wall connection structure using bracket load-bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207392428U (en) |
-
2017
- 2017-11-02 CN CN201721442038.XU patent/CN207392428U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20180522 Termination date: 20201102 |