CN114703993A - Connecting structure of T-shaped concrete formwork constructional column and wall - Google Patents
Connecting structure of T-shaped concrete formwork constructional column and wall Download PDFInfo
- Publication number
- CN114703993A CN114703993A CN202210632366.5A CN202210632366A CN114703993A CN 114703993 A CN114703993 A CN 114703993A CN 202210632366 A CN202210632366 A CN 202210632366A CN 114703993 A CN114703993 A CN 114703993A
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- Prior art keywords
- enclosing plate
- constructional column
- shaped
- concrete
- wall
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
- E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention relates to the technical field of buildings, in particular to a connecting structure of a T-shaped concrete formwork constructional column and a wall body. The concrete T-shaped member comprises at least one T-shaped member made of concrete, wherein the T-shaped members are arranged in a row along the longitudinal direction; carry out concrete placement and accomplish the construction of constructional column promptly in the intracavity of pouring to T shape component, T shape component need not demolish, through first twisted steel, the setting of second connecting reinforcement, can make between T shape component and the wall body be connected more stable, realize the effect of good anti-shear force, fastness and shock resistance between wall body and the constructional column have been guaranteed, first twisted steel, second connecting reinforcement all with sliding connection between the T shape component, made things convenient for promptly between the first twisted steel of same group through steel bar connection muffjoint and further strengthen the intensity of constructional column, also made things convenient for the position to the second connecting reinforcement to adjust, the convenience of installation has been improved, staff's intensity of labour has been reduced, and the construction progress has been accelerated, and the construction quality is guaranteed.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a connecting structure of a T-shaped concrete formwork constructional column and a wall body.
Background
In the masonry structure construction stage, need to set up the constructional column, the constructional column can strengthen the wholeness and the stability of building, and it still is connected with each layer ring roof beam usually, forms the space frame that can bending resistance and shear, is the effective measure that prevents the house from collapsing, and the position of setting up of constructional column is in outer wall four corners, staggered floor position horizontal wall and outer vertical wall handing-over department, big room interior outer wall handing-over department etc. mainly in order to strengthen the stability of wall body, but the transverse connection of current constructional column and wall body is not very stable.
Horse tooth raft need be kept somewhere according to the principle of going back earlier in brickwork work progress, treat that the structure post reinforcement ligature accomplishes the back, adopt the plank sheathing formwork, concreting at last, this kind of traditional construction method not only horse tooth raft is kept somewhere not standardizedly to adopt the plank sheathing formwork, need the form removal again after concrete placement accomplishes, the procedure is loaded down with trivial details, the structure post construction speed is slow, and concrete shaping quality is general.
Disclosure of Invention
The invention aims to solve the problems, and provides a T-shaped concrete form constructional column and wall connecting structure for stably connecting a constructional column and a wall.
The invention solves the problems and adopts the technical scheme that:
a T-shaped concrete formwork constructional column and wall connecting structure comprises at least one T-shaped member made of concrete, wherein the T-shaped members are arranged in a row along the longitudinal direction;
the T-shaped component comprises a first enclosing plate, a second enclosing plate and a third enclosing plate are respectively and vertically arranged on two sides of the same face of the first enclosing plate, a fourth enclosing plate and a fifth enclosing plate are respectively and vertically arranged on opposite faces of the second enclosing plate and the third enclosing plate and one side far away from the first enclosing plate, a sixth enclosing plate and a seventh enclosing plate are respectively and vertically arranged on one sides of the fourth enclosing plate and the fifth enclosing plate and the side far away from the first enclosing plate, and the first enclosing plate, the second enclosing plate, the third enclosing plate, the fourth enclosing plate, the fifth enclosing plate, the sixth enclosing plate and the seventh enclosing plate are combined to form a T-shaped pouring cavity with an opening;
a plurality of groups of first twisted steel bars are oppositely penetrated and slidably connected in the second enclosing plate and the third enclosing plate, a steel bar connecting sleeve is sleeved between the first twisted steel bars in the same group, and second connecting steel bars perpendicular to the first twisted steel bars are penetrated and slidably connected in the sixth enclosing plate and the seventh enclosing plate;
and wall bodies are built on the outer sides of the second enclosing plate and the third enclosing plate and the outer side of the opening of the pouring cavity.
Compared with the prior art, the invention adopting the technical scheme has the outstanding characteristics that:
carry out concrete placement and accomplish the construction of constructional column promptly in the intracavity of pouring to T shape component, T shape component need not demolish, through first twisted steel, the setting of second connecting reinforcement, can make between T shape component and the wall body be connected more stable, realize the effect of good anti-shear force, fastness and shock resistance between wall body and the constructional column have been guaranteed, first twisted steel, second connecting reinforcement all with sliding connection between the T shape component, made things convenient for promptly between the first twisted steel of same group through steel bar connection muffjoint and further strengthen the intensity of constructional column, also made things convenient for the position to the second connecting reinforcement to adjust, the convenience of installation has been improved, staff's intensity of labour has been reduced, and the construction progress has been accelerated, and the construction quality is guaranteed.
Preferably, the further technical scheme of the invention is as follows:
a clamping groove is oppositely formed between the outer ends of the sixth enclosing plate and the seventh enclosing plate, and a water-swelling plate is arranged between the clamping grooves.
Between the adjacent T shape component, two second bounding walls are provided with at least a set of reinforcing bar cassette from top to bottom relatively, and two third bounding walls are provided with at least a set of reinforcing bar cassette from top to bottom relatively, and the joint has third twisted steel in every reinforcing bar cassette, and third twisted steel both ends cover is equipped with stop nut.
The cross section of the outer surface of the steel bar connecting sleeve is circular, and anti-skid grains are arranged on the outer surface.
The cross section of the outer surface of the steel bar connecting sleeve is polygonal.
Drawings
Fig. 1 is a schematic front sectional view of a connection structure of a T-shaped concrete form constructional column and a wall body according to an embodiment of the present invention;
FIG. 2 is a schematic view of a portion A of FIG. 1;
FIG. 3 is a schematic top view of a wall and a T-shaped member in a T-shaped concrete form structural column and wall connection structure according to an embodiment of the present invention;
FIG. 4 is a schematic cross-sectional view of a steel bar connecting sleeve of a T-shaped concrete form structural column and wall connection structure according to an embodiment of the present invention;
fig. 5 is a schematic structural view illustrating a cross section of a steel bar connecting sleeve in a structure for connecting a T-shaped concrete form constructional column and a wall body according to an embodiment of the present invention is polygonal;
labeled as: t shape component 1, first bounding wall 11, second bounding wall 12, third bounding wall 13, fourth bounding wall 14, fifth bounding wall 15, sixth bounding wall 16, seventh bounding wall 17, wall body 2, meet water expansion plate 3, reinforcing bar cassette 4, first twisted steel 5, second connecting reinforcement 6, third twisted steel 7, stop nut 8, reinforcing bar connecting sleeve 9, draw-in groove 10.
Detailed Description
The invention will be further illustrated by the following examples, which are intended only for a better understanding of the present invention and therefore do not limit the scope of the invention.
A T-shaped concrete formwork constructional column and wall connecting structure comprises at least one T-shaped member 1 made of concrete, wherein the T-shaped members 1 are arranged in rows along the longitudinal direction;
the T-shaped component 1 comprises a first enclosing plate 11, a second enclosing plate 12 and a third enclosing plate 13 are respectively and vertically arranged on two sides of the same face of the first enclosing plate 11, a fourth enclosing plate 14 and a fifth enclosing plate 15 are respectively and vertically arranged on the opposite faces of the second enclosing plate 12 and the third enclosing plate 13 and one side far away from the first enclosing plate 11, a sixth enclosing plate 16 and a seventh enclosing plate 17 are respectively and vertically arranged on the adjacent sides of the fourth enclosing plate 14 and the fifth enclosing plate 15 and the side far away from the first enclosing plate 11, and the first enclosing plate 11, the second enclosing plate 12, the third enclosing plate 13, the fourth enclosing plate 14, the fifth enclosing plate 15, the sixth enclosing plate 16 and the seventh enclosing plate 17 are combined to form a T-shaped pouring cavity with an opening;
a plurality of groups of first twisted steel bars 5 are relatively penetrated and slidably connected in the second enclosing plate 12 and the third enclosing plate 13, a steel bar connecting sleeve 9 is sleeved between the first twisted steel bars 5 in the same group, and second connecting steel bars 6 vertical to the first twisted steel bars 5 are penetrated and slidably connected in the sixth enclosing plate 16 and the seventh enclosing plate 17;
the outer sides of the second enclosing plate 12 and the third enclosing plate 13 and the outer side of the opening of the pouring cavity are all built with a wall body 2, a constructor controls the first threaded steel bars 5 through the steel bar connecting sleeves 9, the outer ends of the first threaded steel bars 5 extend out of the T-shaped members 1, the outer ends of the second connecting steel bars 6 are manually controlled to extend out of the T-shaped members 1, then the wall body 2 is built, the wall body 2 is made to be equal to the T-shaped members 1 in height, when a plurality of T-shaped members 1 are needed, the next T-shaped member 1 is longitudinally placed on the previous T-shaped member 1, and the operation is repeated.
More preferably: be provided with draw-in groove 10 between sixth bounding wall 16 and seventh bounding wall 17's the outer end relatively, be provided with water-swellable board 3 between the draw-in groove 10, constructor when concreting in to T shape component 1, water-swellable board 3 can absorb the moisture in the concrete, thereby make it take place the inflation, fill the gap between T shape component 1 and wall body 2, thereby improve the leakproofness between T shape component 1 and the wall body 2, prevent that the concrete material from flowing through the gap, thereby cause the influence to construction quality.
More preferably: between adjacent T shape component 1, two second bounding walls 12 are provided with at least a set of reinforcing bar cassette 4 from top to bottom relatively, two third bounding walls 13 are provided with at least a set of reinforcing bar cassette 4 from top to bottom relatively, the joint has third twisted steel 7 in every reinforcing bar cassette 4, third twisted steel 7 both ends cover is equipped with stop nut 8, when two T shape components 1 are built together, the joint has third twisted steel 7 in every reinforcing bar cassette 4 this moment, then twist stop nut 8 at the both ends of third twisted steel 7 through the screw thread, make stop nut 8 closely press close to with reinforcing bar cassette 4, thereby make can inseparable connection together between per two adjacent T shape components 1, thereby the effectual stability that improves between the T shape component 1.
More preferably: the cross section of the outer surface of the steel bar connecting sleeve 9 is circular, anti-slip lines are arranged on the outer surface of the steel bar connecting sleeve 9, the friction force between the hand of a worker and the steel bar connecting sleeve 9 can be increased through the anti-slip lines arranged on the outer surface of the steel bar connecting sleeve 9, and the steel bar connecting sleeve is convenient and fast for the worker.
More preferably: the many hexagons of 9 surface cross sections of steel bar connection sleeve, when constructor rotated steel bar connection sleeve 9, the convenience carries out better holding to steel bar connection sleeve 9 to be convenient for adjust the first twisted steel 5 of both sides.
Carry out concrete placement and accomplish the construction of constructional column promptly in the intracavity of pouring to T shape component, T shape component need not demolish, through first twisted steel, the setting of second connecting reinforcement, can make between T shape component and the wall body be connected more stable, realize the effect of good anti-shear force, fastness and shock resistance between wall body and the constructional column have been guaranteed, first twisted steel, second connecting reinforcement all with sliding connection between the T shape component, made things convenient for promptly between the first twisted steel of same group through steel bar connection muffjoint and further strengthen the intensity of constructional column, also made things convenient for the position to the second connecting reinforcement to adjust, the convenience of installation has been improved, staff's intensity of labour has been reduced, and the construction progress has been accelerated, and the construction quality is guaranteed.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the scope of the present invention, which is defined in the appended claims.
Claims (5)
1. The utility model provides a T shape concrete form constructional column and wall connection structure which characterized in that: the concrete T-shaped member comprises at least one T-shaped member made of concrete, wherein the T-shaped members are arranged in a row along the longitudinal direction;
the T-shaped component comprises a first enclosing plate, a second enclosing plate and a third enclosing plate are respectively and vertically arranged on two sides of the same face of the first enclosing plate, a fourth enclosing plate and a fifth enclosing plate are respectively and vertically arranged on opposite faces of the second enclosing plate and the third enclosing plate and one side far away from the first enclosing plate, a sixth enclosing plate and a seventh enclosing plate are respectively and vertically arranged on one sides of the fourth enclosing plate and the fifth enclosing plate and the side far away from the first enclosing plate, and the first enclosing plate, the second enclosing plate, the third enclosing plate, the fourth enclosing plate, the fifth enclosing plate, the sixth enclosing plate and the seventh enclosing plate are combined to form a T-shaped pouring cavity with an opening;
a plurality of groups of first twisted steel bars are oppositely penetrated and slidably connected in the second enclosing plate and the third enclosing plate, a steel bar connecting sleeve is sleeved between the first twisted steel bars in the same group, and second connecting steel bars perpendicular to the first twisted steel bars are penetrated and slidably connected in the sixth enclosing plate and the seventh enclosing plate;
and walls are built on the outer sides of the second enclosing plate and the third enclosing plate and the outer side of the opening of the pouring cavity.
2. A T-shaped concrete formwork constructional column and wall connection structure as claimed in claim 1, wherein: be provided with the draw-in groove between the outer end of sixth bounding wall and seventh bounding wall relatively, be provided with water-swelling board between the draw-in groove.
3. A T-shaped concrete shuttering structural column and wall connecting structure as claimed in claim 1, wherein: between the adjacent T shape component, two second bounding walls are provided with at least a set of reinforcing bar cassette from top to bottom relatively, and two third bounding walls are provided with at least a set of reinforcing bar cassette from top to bottom relatively, and the joint has third twisted steel in every reinforcing bar cassette, and third twisted steel both ends cover is equipped with stop nut.
4. A T-shaped concrete formwork constructional column and wall connection structure as claimed in claim 1, wherein: the cross section of the outer surface of the steel bar connecting sleeve is circular, and anti-skid lines are arranged on the outer surface.
5. A T-shaped concrete formwork constructional column and wall connection structure as claimed in claim 1, wherein: the cross section of the outer surface of the steel bar connecting sleeve is polygonal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210632366.5A CN114703993A (en) | 2022-06-07 | 2022-06-07 | Connecting structure of T-shaped concrete formwork constructional column and wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210632366.5A CN114703993A (en) | 2022-06-07 | 2022-06-07 | Connecting structure of T-shaped concrete formwork constructional column and wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114703993A true CN114703993A (en) | 2022-07-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210632366.5A Withdrawn CN114703993A (en) | 2022-06-07 | 2022-06-07 | Connecting structure of T-shaped concrete formwork constructional column and wall |
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| Country | Link |
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| CN (1) | CN114703993A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050155297A1 (en) * | 2004-01-20 | 2005-07-21 | Eugenio Aburto Ponce | Massive construction system using rock masonry |
| CN105064548A (en) * | 2015-08-03 | 2015-11-18 | 中冶建工集团有限公司 | Wall structure of dismounting-free constructional column formwork and construction method of wall structure |
| CN208870236U (en) * | 2018-08-02 | 2019-05-17 | 山东三箭建设工程股份有限公司 | At the top of a kind of constructional column with main structure attachment device |
| CN110230394A (en) * | 2019-06-24 | 2019-09-13 | 中冶建工集团有限公司 | The construction method of constructional column |
| CN112726878A (en) * | 2020-12-30 | 2021-04-30 | 甘肃第三建设集团有限公司 | Formwork-erecting-free construction method for masonry filler wall constructional column, prefabricated module and mould |
| CN216616220U (en) * | 2021-12-29 | 2022-05-27 | 中国二十二冶集团有限公司 | Connecting structure for T-shaped concrete formwork constructional column and wall |
-
2022
- 2022-06-07 CN CN202210632366.5A patent/CN114703993A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050155297A1 (en) * | 2004-01-20 | 2005-07-21 | Eugenio Aburto Ponce | Massive construction system using rock masonry |
| CN105064548A (en) * | 2015-08-03 | 2015-11-18 | 中冶建工集团有限公司 | Wall structure of dismounting-free constructional column formwork and construction method of wall structure |
| CN208870236U (en) * | 2018-08-02 | 2019-05-17 | 山东三箭建设工程股份有限公司 | At the top of a kind of constructional column with main structure attachment device |
| CN110230394A (en) * | 2019-06-24 | 2019-09-13 | 中冶建工集团有限公司 | The construction method of constructional column |
| CN112726878A (en) * | 2020-12-30 | 2021-04-30 | 甘肃第三建设集团有限公司 | Formwork-erecting-free construction method for masonry filler wall constructional column, prefabricated module and mould |
| CN216616220U (en) * | 2021-12-29 | 2022-05-27 | 中国二十二冶集团有限公司 | Connecting structure for T-shaped concrete formwork constructional column and wall |
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Application publication date: 20220705 |