CN208815776U - A kind of cast-in-situ wall constructional column - Google Patents
A kind of cast-in-situ wall constructional column Download PDFInfo
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- CN208815776U CN208815776U CN201821330897.4U CN201821330897U CN208815776U CN 208815776 U CN208815776 U CN 208815776U CN 201821330897 U CN201821330897 U CN 201821330897U CN 208815776 U CN208815776 U CN 208815776U
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- constructional column
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- circular hole
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Abstract
The utility model discloses a kind of cast-in-situ wall constructional column, constructional column is arranged in wall；The top of wall and/or the lower part of wall are basic beam；Foundation beam includes foundation beam concrete and foundation beam steel reinforcement cage；Constructional column includes constructional column concrete and constructional column steel reinforcement cage；Constructional column main reinforcement is connect with basic beam main tendon using adjustable connecting device is vertical；Adjustable connecting device includes the first matrix and the second matrix being mutually connected vertically, and the first matrix is arranged circular hole, passes through for basic beam main tendon, and circular hole is arranged in the second matrix, is inserted into for constructional column main reinforcement；More than two threaded holes are set in the first matrix, threaded hole is connected to the circular hole of the first matrix；More than two threaded holes are set in the second matrix, threaded hole is connected to the circular hole of the second matrix；Bolt is adjusted to be mounted in threaded hole.Adjustable connecting device is utilized in the utility model above-described embodiment, realizes that bonding strength can be adjusted as needed, and can be improved construction efficiency.
Description
Technical field
The utility model relates to a kind of cast-in-situ wall constructional columns.
Background technique
It is cast-in-place in non-bearing wall body in order to guarantee and improve the anti-seismic performance and safety of non-load bearing wall (filling wall) wall
In work progress, reference and according to " Code for design of masonry strucres " (GB 50003-2011) and " seismic design provision in building code " (GB
Constructional column is arranged in standard and requirement 50011-2010), and constructional column is integrated with non-load bearing wall progress, disposable cast-in-place
Molding makes constructional column and non-load bearing wall become organic whole and improves the shock resistance of building to enhance the shock resistance of wall
Energy and level of security.
According to code requirement, constructional column upper and lower ends reinforcing bar can be anchored into beam.Specific practice is first prefabricated constructional column reinforcing bar
Then skeleton overlaps the vertical muscle that constructional column reinforcing bar is reserved with girder construction.Specification regulation: constructional column and upper underbeam should be reliable
Overlap joint, but constructional column cannot be coupled jail with main frame structure, so that constructional column is become the fulcrum of beam, when the vertical phase of upper underbeam
When to deformation, the cracking of underbeam will result in.But existing connection type be using iron wire bind, stable connection degree compared with
Difference, but if being then difficult to meet above-mentioned code requirement using welding.
Utility model content
The purpose of the utility model is to provide a kind of cast-in-situ wall constructional column, with solve using iron wire bind degree of stability compared with
The problem of difference.
The technical solution that the utility model solves above-mentioned technical problem is as follows: a kind of cast-in-situ wall constructional column, the construction
Column is arranged in wall；The top of wall and/or the lower part of wall are basic beam；The foundation beam include foundation beam concrete and
Foundation beam steel reinforcement cage；The foundation beam steel reinforcement cage includes basic beam main tendon and basic beam stirrup, and the basis beam stirrup is by more
Basic beam main tendon is connected as overall structure；The constructional column includes constructional column concrete and constructional column steel reinforcement cage；The constructional column
Steel reinforcement cage includes constructional column main reinforcement and construction column tie-bar, and more constructional column main reinforcements are connected as whole knot by the construction column tie-bar
Structure；The constructional column main reinforcement is connect with basic beam main tendon using adjustable connecting device is vertical；The adjustable connecting device packet
The first matrix and the second matrix being mutually connected vertically are included, the first matrix is arranged circular hole, passes through for basic beam main tendon, described second
Circular hole is arranged in matrix, is inserted into for constructional column main reinforcement；More than two threaded holes are set in the first matrix, the threaded hole connection the
The circular hole of one matrix；More than two threaded holes are set in the second matrix, the threaded hole is connected to the circular hole of the second matrix；It adjusts
Bolt is mounted in threaded hole.
The utility model cast-in-situ wall constructional column as described above, further, first matrix are rectangular parallelepiped structure, the
The threaded hole (no less than two) of one matrix setting is arranged on the side of at least two not set circular holes of cuboid.
The utility model cast-in-situ wall constructional column as described above, further, second matrix are rectangular parallelepiped structure, the
The threaded hole (no less than two) of two matrixes setting is arranged on the side of at least two not set circular holes of cuboid.
The utility model cast-in-situ wall constructional column as described above, further, the side that the wall is connect with constructional column
Wall protrusion is set.
The utility model cast-in-situ wall constructional column as described above, further, the wall are non-load bearing wall, described non-to hold
Weight wall is poured using upper flow regime lightweight insulating concrete.
The utility model when carrying out the construction of constructional column, main reinforcement is worn embodiments described above utilize adjustable connecting device
The circular hole for crossing matrix setting, then installs required amount of adjusting in multiple threaded holes of matrix according to the needs of bonding strength
Bolt adjusts bolt and holds out against main reinforcement；Realize that bonding strength can be adjusted as needed.And it is applied with what is bound using iron wire
Work mode, which is compared, can be improved construction efficiency.
Detailed description of the invention
By made detailed description in conjunction with the following drawings, the above-mentioned and/or otherwise advantage of the utility model will
It becomes more apparent upon and is easier to understand, these attached drawings are only schematical, are not intended to limit the utility model, in which:
Fig. 1 is a kind of cast-in-situ wall constructional column schematic diagram of embodiment of the utility model；
Fig. 2 is the constructional column main reinforcement and basic beam main tendon connection schematic diagram of a kind of embodiment of the utility model；
Fig. 3 is the partial enlargement diagram of Fig. 2；
Fig. 4 is a kind of adjustable connecting device schematic diagram of embodiment of the utility model.
In attached drawing, parts list represented by the reference numerals are as follows:
1, constructional column steel reinforcement cage, 2, foundation beam steel reinforcement cage, 3, foundation beam concrete, 4, wall, 5, wall protrusion, 6, adjustable
Attachment device, 11, constructional column main reinforcement, 12, construction column tie-bar, 21, basic beam main tendon, 22, basic beam stirrup, the 61, first matrix,
62, the second matrix, 63, threaded hole, 64, adjusting bolt, 65, circular hole.
Specific embodiment
Hereinafter, the embodiment of the cast-in-situ wall constructional column of the utility model is described with reference to the accompanying drawings.
The embodiment recorded herein is the specific illustrative specific embodiment of the utility model, for illustrating this reality
With novel design, be it is explanatory and illustrative, should not be construed as to the utility model embodiment and the utility model
The limitation of range.In addition to the embodiment recorded herein, those skilled in the art can also be based on the claim of this application book and say
For bright book disclosure of that using obvious other technical solutions, these technical solutions include using to the reality recorded herein
Apply the technical solution for making any obvious substitutions and modifications of example.
The attached drawing of this specification is schematic diagram, aids in illustrating the design of the utility model, it is schematically indicated each section
Shape and its correlation.It note that for the ease of clearly showing the structure of each component of the utility model embodiment, respectively
It is not drawn according to identical ratio between attached drawing.Identical reference marker is for indicating identical part.
Fig. 1 shows a kind of cast-in-situ wall constructional column of embodiment of the utility model, and constructional column is arranged in wall 4；Wall 4
Top and/or the lower part of wall 4 be basic beam；Foundation beam includes foundation beam concrete 3 and foundation beam steel reinforcement cage 2；Foundation beam
Steel reinforcement cage 2 includes basic beam main tendon 21 and basic beam stirrup 22, and more pile foundation beam main tendons 21 are connected as whole by basic beam stirrup 22
Body structure；Constructional column includes constructional column concrete and constructional column steel reinforcement cage 1；Constructional column steel reinforcement cage 1 includes 11 He of constructional column main reinforcement
Column tie-bar 12 is constructed, column tie-bar 12 is constructed by more constructional column main reinforcements 11 and is connected as overall structure；Constructional column main reinforcement 11 and basis
Beam main tendon 21 is vertically connected using adjustable connecting device 6；
As shown in figs 2-4, adjustable connecting device 6 includes the first matrix 61 and the second matrix 62 being mutually connected vertically,
Circular hole 65 is arranged in first matrix 61, passes through for basic beam main tendon 21, and circular hole 65 is arranged in the second matrix 62, inserts for constructional column main reinforcement 11
Enter；More than two threaded holes 63 are set in the first matrix 61, threaded hole 63 is connected to the circular hole 65 of the first matrix 61；In the second base
More than two threaded holes 63 are arranged in body 62, and threaded hole 63 is connected to the circular hole 65 of the second matrix 62；It adjusts bolt 64 and is mounted on spiral shell
In pit 63.
Embodiments described above utilize adjustable connecting devices for the utility model, when carrying out the construction of constructional column, by foundation beam
Main reinforcement passes through the circular hole of the first matrix setting, and constructional column main reinforcement is inserted into the circular hole of the second matrix setting；Then according to bonding strength
Needs required amount of adjusting bolt is installed in multiple threaded holes of the first matrix, adjust bolt and hold out against basic beam main tendon；
According to the needs of bonding strength required amount of adjusting bolt is installed in multiple threaded holes of the second matrix, adjusts bolt and hold out against structure
Make column main reinforcement；Realize that bonding strength can be adjusted as needed.And the energy compared with using the form of construction work of iron wire binding
Enough improve construction efficiency.
In a kind of preferred cast-in-situ wall constructional column embodiment, the first matrix 61 is rectangular parallelepiped structure, the first matrix 61
The threaded hole 63 of setting is arranged on the side of at least two not set circular holes 65 of cuboid.In a kind of preferred cast-in-situ wall
In constructional column embodiment, the second matrix 62 is rectangular parallelepiped structure, and the threaded hole 63 of the second matrix 62 setting is arranged in cuboid
On the side of at least two not set circular holes 65.Improving in the manner described above can prevent all threaded holes to be arranged in unilateral side
Face causes matrix strength to reduce.
In a kind of preferred cast-in-situ wall constructional column embodiment, the side setting wall that wall 4 is connect with constructional column is convex
Play 5.Constructional column can convex to form interconnection with wall, improve the two connection and form whole stability and intensity.
In a kind of preferred cast-in-situ wall constructional column embodiment, wall 4 is non-load bearing wall, and non-load bearing wall utilizes upper flow regime
Lightweight insulating concrete pours.For example, a kind of " the upper flow regime light thermal-insulation coagulation of specific embodiment in a particular embodiment
Soil " is produced by Si Lijia chemical building material Co., Ltd, Shenzhen, is to utilize effective gelling component (such as concrete in building waste
Block, brick and tile fragment, crushed stone, waste gypsum, waste mortar, dregs etc.) carry out specially treated and intensive processing and form, have lightweight,
High-strength, cost economy feature, the advantages that being also equipped with sound insulation, insulation, environmental protection, good durability.
Each technical characteristic of above-mentioned disclosure is not limited to disclosed and other feature combination, and those skilled in the art are also
Other combinations between each technical characteristic can be carried out according to the purpose of invention, be subject to the purpose for realizing the utility model.
Claims (5)
1. a kind of cast-in-situ wall constructional column, which is characterized in that the constructional column is arranged in wall；The top of wall and/or wall
The lower part of body is basic beam；The foundation beam includes foundation beam concrete and foundation beam steel reinforcement cage；The foundation beam steel reinforcement cage packet
Basic beam main tendon and basic beam stirrup are included, more pile foundation beam main tendons are connected as overall structure by the basis beam stirrup；The structure
Making column includes constructional column concrete and constructional column steel reinforcement cage；The constructional column steel reinforcement cage includes constructional column main reinforcement and construction tie
More constructional column main reinforcements are connected as overall structure by muscle, the construction column tie-bar；The constructional column main reinforcement and basic beam main tendon benefit
It is vertically connected with adjustable connecting device；The adjustable connecting device includes the first matrix and the second base being mutually connected vertically
Body, the first matrix are arranged circular hole, pass through for basic beam main tendon, and circular hole is arranged in second matrix, are inserted into for constructional column main reinforcement；?
More than two threaded holes are arranged in first matrix, and the threaded hole is connected to the circular hole of the first matrix；It is arranged two in the second matrix
Above threaded hole, the threaded hole are connected to the circular hole of the second matrix；Bolt is adjusted to be mounted in threaded hole.
2. cast-in-situ wall constructional column according to claim 1, which is characterized in that first matrix is rectangular parallelepiped structure,
The screw hole arrangement of first matrix setting is on the side of at least two not set circular holes of cuboid.
3. cast-in-situ wall constructional column according to claim 1, which is characterized in that second matrix is rectangular parallelepiped structure,
The screw hole arrangement of second matrix setting is on the side of at least two not set circular holes of cuboid.
4. cast-in-situ wall constructional column according to claim 1, which is characterized in that the side that the wall is connect with constructional column
Wall protrusion is set.
5. cast-in-situ wall constructional column according to claim 1, which is characterized in that the wall is non-load bearing wall, described non-
Load bearing wall is poured using upper flow regime lightweight insulating concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821330897.4U CN208815776U (en) | 2018-08-17 | 2018-08-17 | A kind of cast-in-situ wall constructional column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821330897.4U CN208815776U (en) | 2018-08-17 | 2018-08-17 | A kind of cast-in-situ wall constructional column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208815776U true CN208815776U (en) | 2019-05-03 |
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ID=66273709
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821330897.4U Expired - Fee Related CN208815776U (en) | 2018-08-17 | 2018-08-17 | A kind of cast-in-situ wall constructional column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208815776U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114753525A (en) * | 2022-03-28 | 2022-07-15 | 北京工业大学 | Assembly type composite wall board L-shaped constructional column and independent foundation connecting structure and assembly type composite wall construction method |
-
2018
- 2018-08-17 CN CN201821330897.4U patent/CN208815776U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114753525A (en) * | 2022-03-28 | 2022-07-15 | 北京工业大学 | Assembly type composite wall board L-shaped constructional column and independent foundation connecting structure and assembly type composite wall construction method |
| CN114753525B (en) * | 2022-03-28 | 2023-12-29 | 北京工业大学 | Connecting structure of L-shaped constructional column and independent foundation of assembled composite wallboard and construction method of assembled composite wall |
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| 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: 20190503 |