CN109098439A - A kind of adjustable pre-made void node formwork for placing - Google Patents
A kind of adjustable pre-made void node formwork for placing Download PDFInfo
- Publication number
- CN109098439A CN109098439A CN201811291142.2A CN201811291142A CN109098439A CN 109098439 A CN109098439 A CN 109098439A CN 201811291142 A CN201811291142 A CN 201811291142A CN 109098439 A CN109098439 A CN 109098439A
- Authority
- CN
- China
- Prior art keywords
- template
- formwork
- splicing component
- fixed plate
- column
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 48
- 239000011800 void material Substances 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 58
- 239000010959 steel Substances 0.000 claims abstract description 58
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims abstract description 8
- 244000046052 Phaseolus vulgaris Species 0.000 claims abstract description 8
- 239000007787 solid Substances 0.000 claims description 2
- 238000005266 casting Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- 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
-
- 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
-
- 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
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of adjustable pre-made void node formwork for placing, for in bean column node, the bean column node to include quadrate steel pipe column, four sides of the quadrate steel pipe column are provided with H profile steel beam, including four splicing components, the corresponding H profile steel beam of one of splicing component；Each splicing component includes lateral support, the first telescopic rod, the second telescopic rod, the first side template, the second side template, bottom plate, top template and bottom template, and the size adjustable of the formwork for placing, flexibility and versatility are preferable.
Description
Technical field
The present invention relates to a kind of formwork for placing, and in particular to a kind of adjustable pre-made void node formwork for placing.
Background technique
In reinforced concrete building work progress, need that first H profile steel beam is fixed on quadrate steel pipe column, then again in side
Casting concrete on steel pipe column and H profile steel beam needs first to install formwork for placing in casting concrete, then carries out coagulation again
Soil pours, however existing formwork for placing size is relatively fixed, and a kind of formwork for placing can only correspond to a kind of H profile steel beam of size
And quadrate steel pipe column, flexibility and versatility are poor.
Summary of the invention
It is an object of the invention to overcome the above-mentioned prior art, provides a kind of adjustable pre-made void node and pour
Building mould, the size adjustable of the formwork for placing, flexibility and versatility are preferable.
In order to achieve the above objectives, adjustable pre-made void node formwork for placing of the present invention is used in bean column node,
The bean column node includes quadrate steel pipe column, and four sides of the quadrate steel pipe column are provided with H profile steel beam, including four splicing groups
Part, the corresponding H profile steel beam of one of splicing component；
Each splicing component includes lateral support, the first telescopic rod, the second telescopic rod, the first side template, the second beam side
Template, bottom plate, top template and bottom template, wherein one end of the first telescopic rod is fixed in lateral support, the first telescopic rod
The other end be fixed on the side of top template, one end of the second telescopic rod is fixed in lateral support, the second telescopic rod it is another
The side of bottom template is fixed in one end, and bottom plate is located at the bottom of corresponding H profile steel beam, and bottom template is located at corresponding H profile steel beam
Lower section, and the upper end of bottom template is connected with the end of bottom plate, top template is located at the top of corresponding H profile steel beam, the first beam
Side template is located at the side of H profile steel beam, and the second side template is located at the other side of H profile steel beam, and the first side template and second
Side template is movably connected on bottom plate；
Bottom template in each splicing component surrounds a square tube shape structure, and the square tube shape structure that each bottom template surrounds is empty
It is placed on quadrate steel pipe column, the top template in each splicing component surrounds a square tube shape structure, and the side that each top template surrounds
Tubular construction is placed on quadrate steel pipe column；
Column Angle formwork is provided between two neighboring splicing component, wherein the side of column Angle formwork and a splicing component
In the first side template be flexibly connected, the second side template activity in the other side of column Angle formwork and another splicing component
Connection.
The column Angle formwork is angle steel.
It further include several first fixed plates, wherein corresponding first fixed plate of a column Angle formwork, wherein first is solid
The middle part of fixed board is connected with column Angle formwork, and the side of the first fixed plate is provided with first sliding groove, and it is sliding that the first bolt passes through first
Column Angle formwork is connected by the first side template in slot and a splicing component with the first side template in the splicing component,
The other side of first fixed plate offers second sliding slot, and the second bolt passes through second in second sliding slot and another splicing component
Column Angle formwork is connected by side template with the second side template in the splicing component.
It further include the second fixed plate, wherein the end of the second fixed plate is connected with the first side template, the second fixed plate
On bottom plate, third sliding slot is offered in the second fixed plate, third bolt passes through the third sliding slot and bottom plate for the first beam
Side template is connected with bottom plate.
It further include third fixed plate, wherein the end of third fixed plate is connected with the second side template, third fixed plate
On bottom plate, the 4th sliding slot is offered in third fixed plate, the 4th bolt passes through the 4th sliding slot and bottom plate for the second beam side
Plate is connected with bottom plate.
Lateral support is parallel with quadrate steel pipe column.
The end of top template is in contact with the side of top template in the latter splicing component in previous splicing component.
The end of bottom template is in contact with the side of bottom template in the latter splicing component in previous splicing component.
The invention has the following advantages:
Adjustable pre-made void node formwork for placing of the present invention is when specific operation, according to the size of quadrate steel pipe column
The size of the first telescopic rod and the second telescopic rod is adjusted, to adjust the size of the square tube shape structure that each top template surrounds and each
The size for the square tube shape structure that bottom template surrounds, to adapt to various sizes of quadrate steel pipe column；According to the width adjusting of H profile steel beam
The distance between first side template and the second side template, with adapt to the H profile steel beam of current size, versatility and flexibility compared with
By force, structure is simple, easy to operate, and practicability is extremely strong, has stronger application prospect.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is exploded view of the invention；
Fig. 3 is top view of the invention.
Wherein, 1 it is lateral support, 2 be the first telescopic rod, 3 be the second telescopic rod, 4 be the first side template, 5 is second
Side template, 6 be top template, 7 be bottom template, 8 be column Angle formwork, 9 be the first fixed plate, 10 be the second fixed plate, 11
It is the second bolt for the first bolt, 12,13 be third bolt, 14 be the 4th bolt, 15 be third fixed plate, 16 is bottom plate, 17
It is H profile steel beam for quadrate steel pipe column, 18.
Specific embodiment
The invention will be described in further detail with reference to the accompanying drawing:
With reference to Fig. 1, Fig. 2 and Fig. 3, adjustable pre-made void node formwork for placing of the present invention is used for bean column node
In, the bean column node includes quadrate steel pipe column 17, and four sides of the quadrate steel pipe column 17 are provided with H profile steel beam 18, this hair
Bright includes four splicing components, the corresponding H profile steel beam 18 of one of splicing component；Each splicing component includes lateral support
1, the first telescopic rod 2, the second telescopic rod 3, the first side template 4, the second side template 5, bottom plate 16, top template 6 and bottom
Template 7, wherein one end of the first telescopic rod 2 is fixed in lateral support 1, and the other end of the first telescopic rod 2 is fixed on top die
One end of the side of plate 6, the second telescopic rod 3 is fixed in lateral support 1, and the other end of the second telescopic rod 3 is fixed on bottom mould
The side of plate 7, bottom plate 16 are located at the bottom of corresponding H profile steel beam 18, and bottom template 7 is located at the lower section of corresponding H profile steel beam 18, and bottom
The upper end of portion's template 7 is connected with the end of bottom plate 16, and top template 6 is located at the top of corresponding H profile steel beam 18, the first beam side
Plate 4 is located at the side of H profile steel beam 18, and the second side template 5 is located at the other side of H profile steel beam 18, and the first side template 4 and
Two side templates 5 are movably connected on bottom plate 16；Bottom template 7 in each splicing component surrounds a square tube shape structure, respectively
The square tube shape structure that bottom template 7 surrounds is placed on quadrate steel pipe column 17, and the top template 6 in each splicing component surrounds a side
Tubular construction, and the square tube shape structure that each top template 6 surrounds is placed on quadrate steel pipe column 17；Between two neighboring splicing component
It is provided with column Angle formwork 8, wherein the side of column Angle formwork 8 is flexibly connected with the first side template 4 in a splicing component,
The other side of column Angle formwork 8 is flexibly connected with the second side template 5 in another splicing component.
The column Angle formwork 8 is angle steel, and the invention also includes several first fixed plates 9, wherein a column Angle formwork 8 is right
Answer first fixed plate 9, wherein the middle part of the first fixed plate 9 is connected with column Angle formwork 8, and the side of the first fixed plate 9 is set
It is equipped with first sliding groove, the first bolt 11 passes through the first side template 4 in first sliding groove and a splicing component for column Angle formwork 8
It is connected with the first side template 4 in the splicing component, the other side of the first fixed plate 9 offers second sliding slot, the second spiral shell
Bolt 12 passes through the second side template 5 in second sliding slot and another splicing component will be in column Angle formwork 8 and the splicing component
Second side template 5 is connected.
The invention also includes the second fixed plates 10, wherein the end of the second fixed plate 10 is connected with the first side template 4
It connects, the second fixed plate 10 is located on bottom plate 16, offers third sliding slot in the second fixed plate 10, and third bolt 13 passes through described the
First side template 4 is connected by three sliding slots and bottom plate 16 with bottom plate 16.
The invention also includes third fixed plates 15, wherein the end of third fixed plate 15 is connected with the second side template 5
It connects, third fixed plate 15 is located on bottom plate 16, the 4th sliding slot is offered in third fixed plate 15, it is sliding that the 4th bolt 14 passes through the 4th
Second side template 5 is connected by slot and bottom plate 16 with bottom plate 16.
Lateral support 1 is parallel with quadrate steel pipe column 17；The end of top template 6 and the latter are spelled in previous splicing component
The side of top template 6 is in contact in connected components；The end of bottom template 7 and the latter splicing component in previous splicing component
The side of middle bottom template 7 is in contact.
Specific operation process of the invention are as follows:
The size of the first telescopic rod 2 and the second telescopic rod 3 is adjusted, according to the size of quadrate steel pipe column 17 to adjust each top die
The size for the square tube shape structure that the size for the square tube shape structure that plate 6 surrounds and each bottom template 7 surround, to adapt to different sizes
Quadrate steel pipe column 17, the first bolt 11 is then passed through into the first side template 4 in first sliding groove and a splicing component for column
Angle formwork 8 is connected with the first side template 4 in the splicing component, then by the second bolt 12 pass through second sliding slot and another
Column Angle formwork 8 is connected by the second side template 5 in splicing component with the second side template 5 in the splicing component, with reality
The now fixation of each bottom template 7.Simultaneously according to width adjusting the first side template 4 of H profile steel beam 18 and the second side template 5 it
Between distance, third bolt 13 is then passed through into third sliding slot and bottom plate 16 again, the first side template 4 is connected with bottom plate 16,
The 4th bolt 14 is passed through the 4th sliding slot and bottom plate 16 simultaneously the second side template 5 is connected with bottom plate 16, be poured with realizing
The installation of template.
Claims (8)
1. a kind of adjustable pre-made void node formwork for placing, in bean column node, the bean column node to include quadrate steel pipe column
(17), four sides of the quadrate steel pipe column (17) are provided with H profile steel beam (18), which is characterized in that including four splicing groups
Part, the corresponding H profile steel beam (18) of one of splicing component；
Each splicing component include lateral support (1), the first telescopic rod (2), the second telescopic rod (3), the first side template (4),
Second side template (5), bottom plate (16), top template (6) and bottom template (7), wherein one end of the first telescopic rod (2) is solid
Due on lateral support (1), the other end of the first telescopic rod (2) is fixed on the side of top template (6), the second telescopic rod (3)
One end be fixed on lateral support (1), the other end of the second telescopic rod (3) is fixed on the side of bottom template (7), bottom plate
(16) it is located at the bottom of corresponding H profile steel beam (18), bottom template (7) is located at the lower section of corresponding H profile steel beam (18), and bottom template
(7) upper end is connected with the end of bottom plate (16), and top template (6) is located at the top of corresponding H profile steel beam (18), the first beam side
Template (4) is located at the side of H profile steel beam (18), and the second side template (5) is located at the other side of H profile steel beam (18), and the first beam
Side template (4) and the second side template (5) are movably connected on bottom plate (16)；
Bottom template (7) in each splicing component surrounds a square tube shape structure, the square tube shape structure that each bottom template (7) surrounds
It is placed on quadrate steel pipe column (17), the top template (6) in each splicing component surrounds a square tube shape structure, and each top template
(6) the square tube shape structure surrounded is placed on quadrate steel pipe column (17)；
Column Angle formwork (8) are provided between two neighboring splicing component, wherein the side of column Angle formwork (8) and a splicing group
The first side template (4) in part is flexibly connected, the other side and the second beam side in another splicing component of column Angle formwork (8)
Template (5) is flexibly connected.
2. adjustable pre-made void node formwork for placing according to claim 1, which is characterized in that the column Angle formwork
It (8) is angle steel.
3. adjustable pre-made void node formwork for placing according to claim 1, which is characterized in that further include several first
Fixed plate (9), wherein corresponding first fixed plate (9) of a column Angle formwork (8), wherein the middle part of the first fixed plate (9)
It is connected with column Angle formwork (8), the side of the first fixed plate (9) is provided with first sliding groove, and it is sliding that the first bolt (11) passes through first
The first side template (4) in slot and a splicing component is by the first side template in column Angle formwork (8) and the splicing component
(4) it is connected, the other side of the first fixed plate (9) offers second sliding slot, and the second bolt (12) passes through second sliding slot and another
Column Angle formwork (8) is connected by the second side template (5) in a splicing component with the second side template (5) in the splicing component
It connects.
4. adjustable pre-made void node formwork for placing according to claim 3, which is characterized in that further include second fixed
Plate (10), wherein the end of the second fixed plate (10) is connected with the first side template (4), and the second fixed plate (10) is located at bottom
On plate (16), third sliding slot is offered in the second fixed plate (10), third bolt (13) passes through the third sliding slot and bottom plate
(16) the first side template (4) is connected with bottom plate (16).
5. adjustable pre-made void node formwork for placing according to claim 4, which is characterized in that further include that third is fixed
Plate (15), wherein the end of third fixed plate (15) is connected with the second side template (5), and third fixed plate (15) is located at bottom
On plate (16), the 4th sliding slot is offered in third fixed plate (15), the 4th bolt (14) passes through the 4th sliding slot and bottom plate (16) will
Second side template (5) is connected with bottom plate (16).
6. adjustable pre-made void node formwork for placing according to claim 1, which is characterized in that lateral support (1) with
Quadrate steel pipe column (17) is parallel.
7. adjustable pre-made void node formwork for placing according to claim 1, which is characterized in that previous splicing component
The end of middle top template (6) is in contact with the side of top template (6) in the latter splicing component.
8. adjustable pre-made void node formwork for placing according to claim 1, which is characterized in that previous splicing component
The end of middle bottom template (7) is in contact with the side of bottom template (7) in the latter splicing component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811291142.2A CN109098439B (en) | 2018-10-31 | 2018-10-31 | Adjustable prefabricated space node pouring template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811291142.2A CN109098439B (en) | 2018-10-31 | 2018-10-31 | Adjustable prefabricated space node pouring template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109098439A true CN109098439A (en) | 2018-12-28 |
| CN109098439B CN109098439B (en) | 2024-02-13 |
Family
ID=64870005
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811291142.2A Active CN109098439B (en) | 2018-10-31 | 2018-10-31 | Adjustable prefabricated space node pouring template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109098439B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111927090A (en) * | 2020-08-10 | 2020-11-13 | 湖南省第六工程有限公司 | Steel pipe support construction structure of beam type conversion layer of high-rise building and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07127132A (en) * | 1993-10-29 | 1995-05-16 | Maeda Corp | Method of jointing column and beam |
| BR7601336U (en) * | 1996-09-05 | 1998-07-21 | Jose Deoclides Provim | Preformed crosshead shape used to complement beams and columns |
| CN107165273A (en) * | 2017-07-07 | 2017-09-15 | 中北大学 | A kind of assembled beam-column Joint design method of explosion-proof protecting against shock |
| CN108532759A (en) * | 2018-04-20 | 2018-09-14 | 青岛理工大学 | The spliced concrete-filled double skin steel tube combined joint of ring flat-plate and installation method |
| CN209179483U (en) * | 2018-10-31 | 2019-07-30 | 西安建筑科技大学 | A kind of adjustable pre-made void node formwork for placing |
-
2018
- 2018-10-31 CN CN201811291142.2A patent/CN109098439B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07127132A (en) * | 1993-10-29 | 1995-05-16 | Maeda Corp | Method of jointing column and beam |
| BR7601336U (en) * | 1996-09-05 | 1998-07-21 | Jose Deoclides Provim | Preformed crosshead shape used to complement beams and columns |
| CN107165273A (en) * | 2017-07-07 | 2017-09-15 | 中北大学 | A kind of assembled beam-column Joint design method of explosion-proof protecting against shock |
| CN108532759A (en) * | 2018-04-20 | 2018-09-14 | 青岛理工大学 | The spliced concrete-filled double skin steel tube combined joint of ring flat-plate and installation method |
| CN209179483U (en) * | 2018-10-31 | 2019-07-30 | 西安建筑科技大学 | A kind of adjustable pre-made void node formwork for placing |
Non-Patent Citations (1)
| Title |
|---|
| 李大庆;刘长生;: "梁柱节点施工质量的控制", 科技情报开发与经济, no. 26 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111927090A (en) * | 2020-08-10 | 2020-11-13 | 湖南省第六工程有限公司 | Steel pipe support construction structure of beam type conversion layer of high-rise building and construction method thereof |
| CN111927090B (en) * | 2020-08-10 | 2021-10-22 | 湖南省第六工程有限公司 | Steel pipe support construction structure of beam type conversion layer of high-rise building and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109098439B (en) | 2024-02-13 |
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