CN105804242B - Convenient for the lattice column passed through in contrary sequence method node of column and beam reinforcing bar - Google Patents
Convenient for the lattice column passed through in contrary sequence method node of column and beam reinforcing bar Download PDFInfo
- Publication number
- CN105804242B CN105804242B CN201610319789.6A CN201610319789A CN105804242B CN 105804242 B CN105804242 B CN 105804242B CN 201610319789 A CN201610319789 A CN 201610319789A CN 105804242 B CN105804242 B CN 105804242B
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- China
- Prior art keywords
- lattice column
- steel
- column
- reinforcing bar
- lattice
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
Abstract
The invention discloses a kind of lattice columns convenient for being passed through in contrary sequence method node of column and beam reinforcing bar, including：Lattice column, temporary connection plate, Steel vertical plate and the structure node angle steel except stage casing lattice column, depth of beam range between beam face reinforcing bar channel and beam bottom reinforcement bars channel, the lattice column except the depth of beam range are angle steel affixation plate form.The present invention is convenient for the lattice column passed through in contrary sequence method node of column and beam reinforcing bar to use the construction of grating type, reinforcing bar is enable to pass through lattice column cross section, convenient for site operation, effectively improve working efficiency and construction quality, and change to structure node is reduced as far as possible, there is positive architecture meaning for no furred ceiling or clear water structure.
Description
Technical field
It is the present invention relates to building foundation engineering field, more particularly to a kind of convenient for being passed through in contrary sequence method node of column and beam reinforcing bar
Lattice column.
Background technology
Currently, in the work progress of contrary sequence method stand column pile, traditional angle steel+batten plate is generally continued to use in the processing of lattice column
Structural form.Haunch method and ring beam method are generally taken in the processing of lattice column node of column and beam, the reinforcing bar of this two methods is from lattice column
Both sides bypass, and avoid the main limb of column.However, at the scene in practice of construction, both ways complicate node of column and beam, column joist steel
When muscle specification is larger, steel bar meter difficulty is big, and for haunch segment template generally using existing cutting profile, formwork edge joint is susceptible to leakage
Water, spillage cause Surface Quality of Concrete impaired.And operation quality has very big association with worker's skills involved in the labour, lacks construction
Experience can cause node processing coarse, influence total quality and joints.
Invention content
At least one in order to solve the problems, such as to mention in background technology, the present invention, which provides one kind, can effectively improve working efficiency
Lattice column with construction quality convenient for passing through in contrary sequence method node of column and beam reinforcing bar.
To achieve the goals above, the present invention provides a kind of lattices convenient for being passed through in contrary sequence method node of column and beam reinforcing bar
Column, including：The lattice except stage casing lattice column, depth of beam range between beam face reinforcing bar channel and beam bottom reinforcement bars channel
Column, temporary connection plate, Steel vertical plate and structure node angle steel, the lattice column except the depth of beam range are angle steel affixation plate shape
Formula.
Optionally, the both ends of the stage casing lattice column are respectively provided with a temporary connection plate.
Optionally, between the lattice column except the stage casing lattice column and depth of beam range by structure node angle steel, face
When connecting plate connected with Steel vertical plate.
Optionally, the quantity of the rigid riser is at least three.
Optionally, the spacing between the Steel vertical plate is not less than 80mm.
Optionally, the Steel vertical plate is the steel bar of section 20mm*30mm.
Optionally, the batten plate is band steel batten plate.
Optionally, the structure node angle steel in the channel of beam face is the square steel of homalographic.
The present invention is convenient for the advantageous effect of the lattice column passed through in contrary sequence method node of column and beam reinforcing bar：Lattice column of the present invention uses
The construction of grating type so that reinforcing bar can pass through lattice column cross section, be convenient for site operation, effectively improve working efficiency and
Construction quality, and the change to structure node is reduced as far as possible, there is positive building to anticipate no furred ceiling or clear water structure
Justice.
Description of the drawings
Fig. 1 is the structural schematic diagram of lattice column of the present invention.
Fig. 2 is the sectional view of lattice column of the present invention.
Fig. 3 is in Fig. 2 along the sectional view in the directions Aa.
Fig. 4 is in Fig. 2 along the sectional view in the directions Bb.
Specific implementation mode
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with attached drawing to each reality of the present invention
The mode of applying is explained in detail.However, it will be understood by those skilled in the art that in each embodiment of the present invention,
In order to make the reader understand this application better, many technical details are proposed.But even if without these technical details and base
In the various changes and modifications of following embodiment, each claim of the application technical side claimed can also be realized
Case.
The present invention is in order to solve the above technical problems, the present invention provides one kind convenient for being passed through in contrary sequence method node of column and beam reinforcing bar
Lattice column the present embodiment is described in detail in conjunction with Fig. 1 to Fig. 4.
The present invention provides a kind of lattice columns convenient for being passed through in contrary sequence method node of column and beam reinforcing bar, including：Positioned at beam face steel
The lattice column except stage casing lattice column, depth of beam range, temporary connection plate 12, steel between muscle channel and beam bottom reinforcement bars channel
Riser 13 and structure node angle steel 11.Lattice column except depth of beam range is traditional 10 affixation plate of angle steel, 14 form.It is described
The both ends of stage casing lattice column are respectively provided with a temporary connection plate 12, the lattice column except the stage casing lattice column and depth of beam range it
Between by structure node angle steel 11, temporary connection plate 12 and Steel vertical plate 13 connect, the quantity of the Steel vertical plate 13 is at least three,
Spacing between the Steel vertical plate 13 is not less than 80mm, and the Steel vertical plate 13 is the steel bar of section 20mm*30mm, the batten plate 14
For band steel batten plate.
For the feature that beam epithelium and bottom reinforcement bars are intensive in support position, by lattice column in the upper and lower skin reinforcement location of beam
It disconnects, whole lattice column is divided into three sections；Lattice column except depth of beam range is traditional angle steel+batten plate form；It is vertical using steel
Three section lattice columns are attached by plate and corner square steel；Lattice column between depth of beam range replaces lattice column angle using square steel
Steel reduces angle steel edge of a wing occupied area, the adverse effect that stand column pile section can be avoided to damage when reinforcing bar passes through.According to different angles
Steel determines that square steel section, square steel section mechanical property are not less than former angle cross section mechanical characteristic data, steel by section mechanical characteristic
Material thickness and specification are identical as lattice column angle steel, ensure rigidity requirement；Steel vertical plate uses 20*30 steel bars, perpendicular to lattice cylinder,
Spacing is more than 80mm, forms the pattern of grating type at reinforcing bar channel, meets reinforcing bar and pass through demand；Lattice at the reinforcing bar channel of beam face
Structure column, if temporary connection plate, it is ensured that lattice column lifts rigidity requirement.Lattice column except reinforcing bar channel is connected using band steel batten plate
It connects.
Specific construction process is as follows：
1. preparing material, lattice column is made, each Member Welding finishes；
2. completing the construction of contrary sequence method pile；
3. earth excavation is to specified absolute altitude；
4. node of column and beam of constructing, reinforcing bar can quickly and easily be passed through from reserved space；
5. temporary connection plate when necessary, can be cut off, convenient for passing through for reinforcing bar；
6. setting up template, casting concrete completes construction of frame beam.
The present invention focuses on solving the permanent column of contrary sequence method, and beam steel is in Column border node crossing problem, using the construction of grating type,
Enable reinforcing bar to pass through lattice column cross section, be convenient for site operation, effectively improves working efficiency and construction quality, and to the greatest extent
Change of the possible reduction to structure node, has positive architecture meaning for no furred ceiling or clear water structure.
It will be understood by those skilled in the art that the respective embodiments described above are to realize specific embodiments of the present invention,
And in practical applications, can to it, various changes can be made in the form and details, without departing from the spirit and scope of the present invention.
Claims (7)
1. a kind of lattice column convenient for being passed through in contrary sequence method node of column and beam reinforcing bar, which is characterized in that including：It is logical positioned at beam face reinforcing bar
The lattice column except stage casing lattice column, depth of beam range, temporary connection plate, Steel vertical plate between road and beam bottom reinforcement bars channel and
Structure node angle steel, the lattice column except the depth of beam range are angle steel affixation plate form；
Pass through structure node angle steel, temporary connection plate and steel between lattice column except the stage casing lattice column and depth of beam range
Riser connects.
2. lattice column according to claim 1, it is characterised in that：The both ends of the stage casing lattice column are respectively provided with one and connect temporarily
Fishplate bar.
3. lattice column according to claim 1, it is characterised in that：The quantity of the Steel vertical plate is at least three.
4. lattice column according to claim 3, it is characterised in that：Spacing between the Steel vertical plate is not less than 80mm.
5. lattice column according to claim 1, it is characterised in that：The Steel vertical plate is the steel bar of section 20mm*30mm.
6. lattice column according to claim 1, it is characterised in that：Structure node angle steel in the channel of beam face is homalographic
Square steel.
7. lattice column according to claim 1, it is characterised in that：The batten plate is band steel batten plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610319789.6A CN105804242B (en) | 2016-05-13 | 2016-05-13 | Convenient for the lattice column passed through in contrary sequence method node of column and beam reinforcing bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610319789.6A CN105804242B (en) | 2016-05-13 | 2016-05-13 | Convenient for the lattice column passed through in contrary sequence method node of column and beam reinforcing bar |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105804242A CN105804242A (en) | 2016-07-27 |
| CN105804242B true CN105804242B (en) | 2018-09-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610319789.6A Active CN105804242B (en) | 2016-05-13 | 2016-05-13 | Convenient for the lattice column passed through in contrary sequence method node of column and beam reinforcing bar |
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| Country | Link |
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| CN (1) | CN105804242B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119827A (en) * | 2017-07-10 | 2017-09-01 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of frame joint assembled wall body construction |
| CN109386004A (en) * | 2018-11-21 | 2019-02-26 | 上海建工集团股份有限公司 | The simplification structure of foundation pit lattice column and reinforced concrete brace junction |
| CN109837924B (en) * | 2019-01-31 | 2020-12-01 | 中国建筑第八工程局有限公司 | Construction method for intersection part of lattice column and main body structure of foundation pit support |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203487640U (en) * | 2013-05-13 | 2014-03-19 | 上海申元岩土工程有限公司 | Beam column connection T type node applied in top-down method |
| CN203741994U (en) * | 2014-01-24 | 2014-07-30 | 上海建工二建集团有限公司 | Connecting structure of latticed column and first structural beam plate of reverse building method |
| CN204326258U (en) * | 2014-12-16 | 2015-05-13 | 深圳市典汉濠建筑工程有限公司 | A kind of angle steel lattice column and concrete girder connection linkage |
| CN205617559U (en) * | 2016-05-13 | 2016-10-05 | 上海建工二建集团有限公司 | Lattice column convenient to pass through at reverse construction method post girder segment point reinforcing bar |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001214511A (en) * | 2000-01-31 | 2001-08-10 | Aiki Cho | Light-weight driven column form with column hoop |
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2016
- 2016-05-13 CN CN201610319789.6A patent/CN105804242B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203487640U (en) * | 2013-05-13 | 2014-03-19 | 上海申元岩土工程有限公司 | Beam column connection T type node applied in top-down method |
| CN203741994U (en) * | 2014-01-24 | 2014-07-30 | 上海建工二建集团有限公司 | Connecting structure of latticed column and first structural beam plate of reverse building method |
| CN204326258U (en) * | 2014-12-16 | 2015-05-13 | 深圳市典汉濠建筑工程有限公司 | A kind of angle steel lattice column and concrete girder connection linkage |
| CN205617559U (en) * | 2016-05-13 | 2016-10-05 | 上海建工二建集团有限公司 | Lattice column convenient to pass through at reverse construction method post girder segment point reinforcing bar |
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| Publication number | Publication date |
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| CN105804242A (en) | 2016-07-27 |
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