CN206554326U - Masonry structure of plastering is exempted from dry operation based on steel construction - Google Patents
Masonry structure of plastering is exempted from dry operation based on steel construction Download PDFInfo
- Publication number
- CN206554326U CN206554326U CN201720174154.1U CN201720174154U CN206554326U CN 206554326 U CN206554326 U CN 206554326U CN 201720174154 U CN201720174154 U CN 201720174154U CN 206554326 U CN206554326 U CN 206554326U
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- China
- Prior art keywords
- constructional column
- square steel
- connector
- plastering
- dry operation
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Abstract
Exempt from masonry structure of plastering the utility model discloses a kind of dry operation based on steel construction, including：Constructional column includes the evenly-spaced multiple reinforcements of setting between two first square steel vertically be arrangeding in parallel, two first square steel；Multiple collar tie beams are fixedly connected by the first connector with constructional column, and the embedded upper end or lower end for being arranged on concrete segment of multiple collar tie beams, and multiple collar tie beams are the specification difference of the second square steel, the first square steel and the second square steel；And multiple tension ribs, it is fixedly connected by the second connector with the constructional column, and the multiple tension rib is evenly-spaced is arranged in the wall that concrete segment is built into, and the multiple tension rib is zinc-plated band iron.The utility model realizes dry operation, it is ensured that the flatness and finish of surface of wall, simplifies construction procedure, reduces difficulty of construction, shorten construction period, accelerates construction speed.
Description
Technical field
The utility model is related to technical field of building construction, and block of plastering is exempted from more particularly to a kind of dry operation based on steel construction
Body structure.
Background technology
In autoclaved lightweight sand aerated concrete (AAC) work progress, if not improving constructional column, collar tie beam and tension rib
Construction technology, in concrete column, collar tie beam concreting process, the AAC walls for having built completion by laying bricks or stones can be polluted, and
The presentation quality difficulty of concrete column, which reaches, exempts from the condition of plastering, and is unfavorable for AAC popularization and application.
In view of foregoing description, it would be highly desirable to propose it is a kind of by wall structure post, collar tie beam, tension rib using steel construction replace it is traditional
Concrete structure, realizes that masonry structure exempts to plaster, wet trade of thoroughly skimming.
Utility model content
A purpose of the present utility model is to solve at least the above, and provides the advantage that at least will be described later.
The utility model also has a purpose to be to provide a kind of dry operation based on steel construction to exempt from masonry structure of plastering, its energy
It is enough that replacement construction is carried out with steel structure to the constructional column in AAC walls, collar tie beam and tension rib according to practice of construction situation,
To reach dry operation, exempt from the purpose plastered so that AAC obtains wider popularization and application.
In order to realize that there is provided a kind of dry work based on steel construction according to these purposes of the present utility model and further advantage
Industry exempts from masonry structure of plastering, including：
Constructional column, it includes two first square steel vertically be arrangeding in parallel, and the constructional column also includes multiple reinforcements, its
For a plates, the multiple reinforcement is evenly-spaced to be arranged between two first square steel, and the multiple reinforcement
Plane where muscle is parallel with the axial direction of two first square steel, and the constructional column, which runs through, to be arranged in concrete segment；
Multiple collar tie beams, it is fixedly connected by the first connector with the constructional column, and multiple collar tie beams are embedded is arranged on
The upper end or lower end of concrete segment, the multiple collar tie beam are the second square steel, first square steel and second square steel
Specification is different；And
Multiple tension ribs, it is fixedly connected by the second connector with the constructional column, and the multiple tension rib is uniform
It is spaced apart and is arranged in the wall that concrete segment is built into, the multiple tension rib is zinc-plated band iron.
Preferably, the beeline between the two neighboring reinforcement on the constructional column is 200-400mm.
Preferably, the multiple reinforcement is zinc-plated band iron.
Preferably, the width of any of the multiple reinforcement reinforcement is no more than 40mm, of length no more than 60mm.
Preferably, the width of any of the multiple reinforcement reinforcement is 20-40mm, and length is 30-60mm.
Preferably, the specification of first square steel is 30 × 30 or 40 × 40；The specification of second square steel be 40 ×
40 or 50 × 50.
Preferably, first connector and the second connector are the galvanized sheet iron with through hole, described first
One end of connector is welded on the constructional column, and the other end of first connector fixes collar tie beam by screw；It is described
One end of second connector is welded on the constructional column, and the other end of second connector is fixed to tension rib by screw
On.
The utility model at least includes following beneficial effect：
Entered respectively instead of conventional concrete constructional column, collar tie beam and steel tie using square steel constructional column, square steel collar tie beam, band iron
Row construction, directly construction is buried in concrete segment and by the first connector and second for constructional column, collar tie beam and tension rib
Connector is fixed, and in practice of construction, tension rib is also fixed on concrete segment by expansion bolt.By cutting AAC
Building block, is realized to pre-buried line box, the installation of pre-embedded pipe, in work progress, it is only necessary to use a small amount of autoclaved lightweight sand aerating
Concrete joint filling, realizes dry operation, it is ensured that the flatness and finish of surface of wall, simplifies construction procedure, reduction
Difficulty of construction, shortens construction period, accelerates construction speed.
Further advantage of the present utility model, target and feature embody part by following explanation, and part will also pass through
Research of the present utility model and practice are understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is that the dry operation described in the utility model based on steel construction is exempted to plaster the positive structure diagram of masonry structure；
Fig. 2 is the top view in the cross section of constructional column described in the utility model；
Fig. 3 is the overlooking the structure diagram that constructional column described in the utility model is mutually linked with circle steel；
Fig. 4 is that the dry operation described in the utility model based on steel construction is exempted to plaster the partial enlarged drawing of masonry structure, its
In, the steel construction is fixed with tension rib by the second connector.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
It should be appreciated that such as " having ", "comprising" and " comprising " term used herein do not allot one or many
The presence or addition of individual other elements or its combination.
As shown in Fig. 1,2,3 and 4, the utility model provides a kind of dry operation based on steel construction and exempts from masonry structure of plastering,
Including：
Constructional column 20, it includes two first square steel 201 and 202 vertically be arrangeding in parallel, and the constructional column also includes many
Individual reinforcement 203, it is a plates, and the multiple reinforcement is evenly-spaced to be arranged between two first square steel,
And plane where the multiple reinforcement is parallel with the axial direction of two first square steel, the constructional column, which runs through, to be arranged on
In concrete segment 10；Multiple collar tie beams 30, it is fixedly connected by the first connector 301 with the constructional column, and multiple collar tie beams
The embedded upper end or lower end for being arranged on concrete segment, the multiple collar tie beam is the second square steel, first square steel and institute
The specification for stating the second square steel is different；And multiple tension ribs 40, it is fixed by the second connector 401 with the constructional column connects
Connect, and the multiple tension rib is evenly-spaced is arranged in the wall that concrete segment is built into, the multiple tension rib is plating
Zinc band iron.In this programme, using square steel constructional column, square steel collar tie beam, band iron respectively replace conventional concrete constructional column, collar tie beam and
Steel tie is constructed, and directly construction is buried in concrete segment and connected by first for constructional column, collar tie beam and tension rib
Fitting and the second connector are fixed, and in practice of construction, tension rib is also fixed on concrete segment by expansion bolt.It is logical
Cutting AAC building blocks are crossed, are realized to pre-buried line box, the installation of pre-embedded pipe, in work progress, it is only necessary to be light with a small amount of steam pressure
Matter sand aerated concrete joint filling, realizes dry operation, it is ensured that the flatness and finish of surface of wall, simplifies construction step
Suddenly, difficulty of construction is reduced, construction period is shortened, construction speed is accelerated.
In practice of construction, brick figure is positioned and arranged according to constructional column, concrete segment is carried out using professional drilling tool
Opening square hole 204 is processed, and the specification of square hole and the specification of constructional column are adapted；Between concrete block wall bottom and main structure body
Seat slurry finished using cement mortar paving slurry after, the bottom of the first square steel tube is using regularization bearing using the expansion of M10 × 120
Bolt is fixed with concrete segment up and down and constructed again, after the completion of the concrete segment construction of a constructional column height, in structure
A small amount of autoclaved lightweight sand aerated concrete is poured between two the first square steel tubes for making post, constructional column is improved and is built with concrete
Caking property between block.Cement mortar screeding is used in the gap between two layers of concrete segment of tension rib is set.
As shown in Fig. 2 in a preferred scheme, the beeline between two neighboring reinforcement on the constructional column
For 200-400mm.Such as：200mm, 300mm or 400mm.
As shown in Fig. 2 in a preferred scheme, the multiple reinforcement is zinc-plated band iron.
As shown in figure 4, in a preferred scheme, the width of any of the multiple reinforcement reinforcement is no more than
40mm, such as：20mm, 30mm or 40mm, of length no more than 60mm, such as：30mm, 40mm or 50mm.To adapt to difference
The wall of thickness and the construction requirement of concrete segment.
In a preferred scheme, the width of any of the multiple reinforcement reinforcement is 20-40mm, and length is
30-60mm。
As shown in figure 3, in a preferred scheme, the specification of first square steel is 30 × 30 or 40 × 40；Described
The specification of two square steel is 40 × 40 or 50 × 50.In actual applications, can be arranged with square sleeve fix two it is adjacent
At the tandem array of first square steel.
As shown in figure 3, in a preferred scheme, first connector and the second connector are with through hole
Galvanized sheet iron, one end of first connector is welded on the constructional column, and the other end of first connector passes through spiral shell
Nail fixes collar tie beam；One end of second connector is welded on the constructional column, and the other end of second connector leads to
Screw is crossed to be fixed on tension rib.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and embodiment
Listed to use, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (7)
1. masonry structure of plastering is exempted from a kind of dry operation based on steel construction, it is characterised in that including：
Constructional column, it includes two first square steel vertically be arrangeding in parallel, and the constructional column also includes multiple reinforcements, and it is one
Plates, the multiple reinforcement is evenly-spaced to be arranged between two first square steel, and the multiple reinforcement institute
Parallel with the axial direction of two first square steel in plane, the constructional column, which runs through, to be arranged in concrete segment；
Multiple collar tie beams, it is fixedly connected by the first connector with the constructional column, and multiple collar tie beams are embedded is arranged on coagulation
The upper end or lower end of earth building blocks, the multiple collar tie beam are the specification of the second square steel, first square steel and second square steel
It is different；And
Multiple tension ribs, it is fixedly connected by the second connector with the constructional column, and the multiple tension rib uniform intervals
Open and be arranged in the wall that concrete segment is built into, the multiple tension rib is zinc-plated band iron.
2. masonry structure of plastering is exempted from the dry operation as claimed in claim 1 based on steel construction, it is characterised in that the constructional column
On two neighboring reinforcement between beeline be 200-400mm.
3. masonry structure of plastering is exempted from the dry operation as claimed in claim 1 based on steel construction, it is characterised in that the multiple to add
Strengthening tendons is zinc-plated band iron.
4. masonry structure of plastering is exempted from the dry operation as claimed in claim 1 based on steel construction, it is characterised in that the multiple to add
The width of any of strengthening tendons reinforcement is no more than 40mm, of length no more than 60mm.
5. masonry structure of plastering is exempted from the dry operation as claimed in claim 4 based on steel construction, it is characterised in that the multiple to add
The width of any of strengthening tendons reinforcement is 20-40mm, and length is 30-60mm.
6. masonry structure of plastering is exempted from the dry operation as claimed in claim 1 based on steel construction, it is characterised in that the first party
The specification of steel is 30mm × 30mm or 40mm × 40mm；The specification of second square steel is 40mm × 40mm or 50mm × 50mm.
7. masonry structure of plastering is exempted from the dry operation as claimed in claim 1 based on steel construction, it is characterised in that described first connects
Fitting and the second connector are the galvanized sheet iron with through hole, and one end of first connector is welded on the constructional column
On, the other end of first connector fixes collar tie beam by screw；
One end of second connector is welded on the constructional column, and the other end of second connector is fixed by screw
To tension rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720174154.1U CN206554326U (en) | 2017-02-24 | 2017-02-24 | Masonry structure of plastering is exempted from dry operation based on steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720174154.1U CN206554326U (en) | 2017-02-24 | 2017-02-24 | Masonry structure of plastering is exempted from dry operation based on steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554326U true CN206554326U (en) | 2017-10-13 |
Family
ID=60361296
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720174154.1U Expired - Fee Related CN206554326U (en) | 2017-02-24 | 2017-02-24 | Masonry structure of plastering is exempted from dry operation based on steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554326U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086523A (en) * | 2017-12-28 | 2018-05-29 | 上海建工建集团有限公司 | Light steel concrete building block faced wall and its construction method |
| CN109208821A (en) * | 2018-10-31 | 2019-01-15 | 青岛建集团有限公司 | A kind of built-in steel pipe Constructional Col-umn Construction method of ALC building block |
-
2017
- 2017-02-24 CN CN201720174154.1U patent/CN206554326U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086523A (en) * | 2017-12-28 | 2018-05-29 | 上海建工建集团有限公司 | Light steel concrete building block faced wall and its construction method |
| CN108086523B (en) * | 2017-12-28 | 2023-10-13 | 上海建工一建集团有限公司 | Light steel concrete block composite wall and construction method thereof |
| CN109208821A (en) * | 2018-10-31 | 2019-01-15 | 青岛建集团有限公司 | A kind of built-in steel pipe Constructional Col-umn Construction method of ALC building block |
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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: 20171013 |