CN110067383A - A kind of construction beam column concreting compact-type Combined formwork - Google Patents
A kind of construction beam column concreting compact-type Combined formwork Download PDFInfo
- Publication number
- CN110067383A CN110067383A CN201910318451.2A CN201910318451A CN110067383A CN 110067383 A CN110067383 A CN 110067383A CN 201910318451 A CN201910318451 A CN 201910318451A CN 110067383 A CN110067383 A CN 110067383A
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- China
- Prior art keywords
- column
- groove
- module
- hole
- compact
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- 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
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 238000009415 formwork Methods 0.000 title claims abstract description 21
- 230000013011 mating Effects 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 239000004567 concrete Substances 0.000 description 5
- 238000005266 casting Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 239000011150 reinforced concrete 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
- 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)
Abstract
The present invention provides a kind of construction beam column concreting compact-type Combined formworks, including column template, column template is to be fastened into rectangular frame by multiple column modules, the upper end side of column template is equipped with opening, opening is equipped with beam forms, the cross section of beam forms is U-shaped structure, beam forms it is opening up, the end of beam forms is connected by the opening of connecting plate and column template.A kind of construction beam column concreting compact-type Combined formwork provided by the invention passes through the mutual snapping between column module, link block and beam module, improve the bonding strength between column template and column template, reduce the use of screw connection manner, it is easy to disassemble, reduce labor intensity；Adjacent column module, beam module are fastened by the horizontal or vertical through-hole that passes through of positioning bar, splicing seams is both reduced, further enhances the bonding strength between beam forms and column template, it is assembled simple and easy, there is very strong engineering practicability.
Description
Technical field
The invention belongs to technical field of building construction, in particular to a kind of construction beam column concreting compact-type group
Combined type mold.
Background technique
Since the technical policy that the 1970s proposes " with steel Dai Mu ", combined steel block is applied throughout our country
Extensively, especially larger in northern dosage.Combined steel formwork is suitable for various cast-in-situ steel reinforced concrete engineerings, can be by design requirement
It is assembled into the large-scale template of beam, column, wall, floor.Traditional combined steel formwork dismounts difficulty in use, makes to operator
At the labor intensity of increasing；The piece of combined steel formwork be easy to cause concrete to leak outside greatly, and the bonding strength at turning is lower, causes
The problems such as construction quality is not high.
Summary of the invention
The main purpose of the present invention is to provide a kind of construction beam column concreting compact-type Combined formwork, solutions
The problem that combined steel formwork dismounting certainly of the existing technology is difficult, piece is big, bonding strength is low.
The technical solution of the present invention is as follows: a kind of construction beam column concreting compact-type Combined formwork, including column
Template, column template are that rectangular frame is fastened by multiple column modules, and the upper end side of column template is equipped with opening, and opening is equipped with beam
Template, the cross section of beam forms are U-shaped structure, beam forms it is opening up, the end of beam forms passes through connecting plate and column template
Opening connection.
Preferably, the both ends of column module are equipped with groove I and groove II, groove I and groove II is not of uniform size and opening direction
On the contrary, being equipped with through-hole in groove I and groove II, it is equipped with positioning bar in through-hole, passes through groove I and groove II between column module
Mutually it is clamped rectangular frame.
Preferably, beam forms is assembled by beam module and bottom plate, and bottom plate is located at below beam module, and bottom plate is equipped with vertical
To through-hole and cross through hole, beam module one end is equipped with protrusion, and the other end is equipped with groove III, is equipped in protrusion and groove III logical
Hole, through-hole are corresponded to each other with the longitudinal hole on bottom plate.
Preferably, connecting plate is made of multiple link blocks, and the structure of link block is identical as column module, the groove I of link block
It is clamped with the groove II in column module, the through-hole in groove I and groove II is interconnected, in the groove II and beam module of link block
Protrusion it is mating, through-hole in groove II with it is raised on through-hole be connected, positioning bar is equipped in through-hole.
The invention has the following beneficial effects:
A kind of construction beam column concreting compact-type Combined formwork provided by the invention by column module, link block and
Mutual snapping between beam module, improves the bonding strength between column template and column template, reduces the use of screw connection manner,
It is easy to disassemble, reduce labor intensity；Adjacent column module, beam module are fastened by the horizontal or vertical through-hole that passes through of positioning bar,
Both splicing seams are reduced, the bonding strength between beam forms and column template is further enhanced, it is assembled simple and easy, have very
Strong engineering practicability.
Detailed description of the invention
Fig. 1 is the schematic diagram of construction beam column concreting compact-type Combined formwork provided by the invention；
Fig. 2 is the top view of construction beam column concreting compact-type Combined formwork provided by the invention；
Fig. 3 is the schematic diagram of construction beam column concreting compact-type Combined formwork center pillar module I provided by the invention；
Fig. 4 is the schematic diagram of construction beam column concreting compact-type Combined formwork central sill module I provided by the invention；
Fig. 5 is the top view of construction beam column concreting compact-type Combined formwork central sill module I provided by the invention；
Fig. 6 is the cross section of construction beam column concreting compact-type Combined formwork center pillar module II provided by the invention
Figure.
In figure: 1. column templates；2. column module；3. beam forms；4. beam module；5. connecting plate；6. link block；71. groove I；
72. groove II；73. groove III；8. through-hole；9. positioning bar；10. bottom plate.
Specific embodiment
Specific embodiments of the present invention will be described in further detail with reference to the accompanying drawing.
A kind of construction beam column concreting compact-type Combined formwork, referring to Fig. 1-5, including column template 1, column mould
Plate 1 is that rectangular frame is fastened by multiple column modules 2, and the upper end side of column template 1 is equipped with opening, and opening is equipped with beam forms 3,
The cross section of beam forms 3 is U-shaped structure, beam forms 3 it is opening up, the end of beam forms 3 passes through connecting plate 5 and column template 1
Opening connection.
It is connected in order to facilitate between column template 1, and guarantees bonding strength, the both ends of column module 2 are equipped with groove I 71 and recessed
Slot II 72, two grooves 7 are not of uniform size and opening direction is on the contrary, be equipped with through-hole 8, in through-hole 8 in groove I 71 and groove II 72
It is equipped with positioning bar 9, passes through groove I 71 between column module 2 and groove II 72 is mutually clamped rectangular frame.
For the ease of connecting between beam forms 3 and between beam forms 3 and connecting plate 5, enhance bonding strength, beam forms 3
Assembled by beam module 4 and bottom plate 10, bottom plate 10 is located at below beam module 4, and bottom plate 10 is equipped with vertical and horizontal through-hole
8,4 one end of beam module is equipped with protrusion, and the other end is equipped with groove III 73, is equipped with through-hole 8 on protrusion and groove III 73, through-hole 8 with
Longitudinal hole 8 on bottom plate 10 corresponds to each other.
For the ease of connection beam forms 3 and column template 1, enhance the bonding strength of total, connecting plate 5 is by multiple connections
Block 6 forms, and the structure of link block 6 is identical as column module 2, and the groove I 71 of link block 6 and the groove II 72 in column module 2 are clamped,
Through-hole 8 in groove I 71 and groove II 72 is interconnected, and groove II 72 and the raised grafting on beam module 4 of link block 6 are matched
It closing, the through-hole 8 in groove II 72 is connected with the through-hole 8 in protrusion, positioning bar 9 is equipped in through-hole 8, which further enhances
Bonding strength, and gap is reduced, make more closely knit between each module.
In assembly, according to the specific size of the concrete column of being poured, the column module 22 of suitable dimension is selected, by first
The groove I 71 of a column module 2 is interlockingly connected with the groove II 72 of second column module 2, by the groove I 71 of second column module 2 with
The groove II 72 of third column module 2 is interlockingly connected, by the groove II of the groove I 71 of third column module 2 and the 4th column module 2
72 are interlockingly connected, and the groove I 71 of the 4th column module 2 and the groove II 72 of first column module 2 are interlockingly connected, and make to be interlockingly connected recessed
Through-hole 8 on slot is connected, and forms it into a square-shaped frame, successively adds up in the upper surface of square-shaped frame later, and in through-hole 8
Positioning bar 9 is worn from top to bottom, it is made to form column template 1.
According to the specific size of the wanted casting beams of concrete, column module 2, beam module 4 and the bottom plate 10 of suitable dimension are selected,
Three pieces of mutual snappings of column module 2 are formed frame jaggy, worn by its center pillar module 2, the equivalent width of beam module 4 and bottom plate 10
Positioning bar 9 is crossed, above-mentioned 1 top of column template is accumulated in, the groove II 72 on the one side that is open and the groove I 71 of link block 6 is engaged
It connects, the groove I 71 of another side is interlockingly connected with the groove II 72 of another link block 6, forms it into a square jaggy
Frame later plugs the groove II of indentation, there 72 and groove I 71 respectively at the protrusion of two beam modules 4, makes beam module 4 and connects
It is perpendicular to connect block 6, continues to add up according to the above method above it later, until being carried out after reaching requirement height to positioning bar 9
Fastening.
Continue in the groove III 73 of beam module 4 the successively fast protrusion of grafting beam form later, makes the through-hole 8 in groove III 73
It is connected to the through-hole 8 in protrusion, reaches the length of wanted casting beams, successively add up above it later, reach rule
The height of fixed beam forms 3, later in the lower section mounting base 10 of beam module 4, make longitudinal hole 8 on bottom plate 10 and protrusion and
Through-hole 8 on groove III 73 is connected to, and positioning bar 9 is transferred in through-hole 8, is fastened to the both ends of positioning bar 9, and in bottom plate 10
Cross through hole 8 in penetrate positioning bar 9, make positioning bar 9 pass through 10 end of bottom plate column module 2, and to the both ends of positioning bar 9 into
Row fastening, and then form the beam forms 3 of wanted casting concrete, after being installed, can into cavity casting concrete.
A kind of construction beam column concreting compact-type Combined formwork provided by the invention passes through column module, connection
Mutual snapping between block and beam module, improves the bonding strength between column template and column template, reduces screw connection manner
It uses, it is easy to disassemble, reduce labor intensity；Adjacent column module, beam are fastened by the horizontal or vertical through-hole that passes through of positioning bar
Module both reduces splicing seams, further enhances the bonding strength between beam forms and column template, assembled simple and easy,
With very strong engineering practicability.
Claims (4)
1. a kind of construction beam column concreting compact-type Combined formwork, it is characterised in that: including column template (1), institute
Stating column template (1) is that rectangular frame is fastened by multiple column modules (2), and the upper end side of column template (1) is equipped with opening, described to open
Beam forms (3) are equipped at mouthful, the cross section of the beam forms (3) is U-shaped structure, opening up, the beam forms of beam forms (3)
(3) end is connect by connecting plate (5) with the opening of column template (1).
2. a kind of construction beam column concreting compact-type Combined formwork according to claim 1, feature exist
In: the both ends of the column module (2) are equipped with groove I (71) and groove II (72), the groove I (71) and groove II (72) size
For different and opening direction on the contrary, being equipped with through-hole (8) in groove I (71) and groove II (72), it is fixed to be equipped in the through-hole (8)
Position muscle (9) is mutually clamped rectangular frame by groove I (71) and groove II (72) between column module (2).
3. a kind of construction beam column concreting compact-type Combined formwork according to claim 1, feature exist
In: the beam forms (3) is assembled by beam module (4) and bottom plate (10), and the bottom plate (10) is located under beam module (4)
Face, bottom plate (10) are equipped with vertical and horizontal through-hole (8), and described beam module (4) one end is equipped with protrusion, and the other end is equipped with groove III
(73), it is equipped with through-hole (8) on the protrusion and groove III (73), the longitudinal hole (8) on the through-hole (8) and bottom plate (10)
It corresponds to each other.
4. a kind of construction beam column concreting compact-type Combined formwork according to claim 1, feature exist
In: the connecting plate (5) is made of multiple link blocks (6), and the structure of the link block (6) is identical as column module (2), link block
(6) the groove II (72) in groove I (71) and column module (2) is clamped, the through-hole in the groove I (71) and groove II (72)
(8) it is interconnected, the groove II (72) of link block (6) and the protrusion on beam module (4) are mating, in the groove II (72)
Through-hole (8) with protrusion on through-hole (8) be connected, be equipped with positioning bar (9) in the through-hole (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910318451.2A CN110067383B (en) | 2019-04-19 | 2019-04-19 | Closely knit type composite form of construction beam column concrete placement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910318451.2A CN110067383B (en) | 2019-04-19 | 2019-04-19 | Closely knit type composite form of construction beam column concrete placement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110067383A true CN110067383A (en) | 2019-07-30 |
| CN110067383B CN110067383B (en) | 2021-03-30 |
Family
ID=67368086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910318451.2A Active CN110067383B (en) | 2019-04-19 | 2019-04-19 | Closely knit type composite form of construction beam column concrete placement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110067383B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112096061A (en) * | 2020-07-23 | 2020-12-18 | 中国一冶集团有限公司 | Whole-support integrally-detached combined type shaped beam formwork, support system and construction method thereof |
| CN112376898A (en) * | 2020-11-25 | 2021-02-19 | 浙江中辰建筑科技有限公司 | Combined steel formwork for building and preparation process thereof |
| CN115162720A (en) * | 2022-06-30 | 2022-10-11 | 陕西帕源路桥建设有限公司 | Crossbeam pouring mold |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100662018B1 (en) * | 2005-01-13 | 2006-12-28 | 주식회사 라스아이티에스 | form for constructing a pillar |
| CN102912975A (en) * | 2012-10-31 | 2013-02-06 | 常州市固邦复合材料科技有限公司 | Mutually-buckled type assembled anti-cracking impermeable permanent column template |
| CN204435542U (en) * | 2015-01-26 | 2015-07-01 | 济南轨道交通集团有限公司 | Integration bean column node formwork structure |
-
2019
- 2019-04-19 CN CN201910318451.2A patent/CN110067383B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100662018B1 (en) * | 2005-01-13 | 2006-12-28 | 주식회사 라스아이티에스 | form for constructing a pillar |
| CN102912975A (en) * | 2012-10-31 | 2013-02-06 | 常州市固邦复合材料科技有限公司 | Mutually-buckled type assembled anti-cracking impermeable permanent column template |
| CN204435542U (en) * | 2015-01-26 | 2015-07-01 | 济南轨道交通集团有限公司 | Integration bean column node formwork structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112096061A (en) * | 2020-07-23 | 2020-12-18 | 中国一冶集团有限公司 | Whole-support integrally-detached combined type shaped beam formwork, support system and construction method thereof |
| CN112376898A (en) * | 2020-11-25 | 2021-02-19 | 浙江中辰建筑科技有限公司 | Combined steel formwork for building and preparation process thereof |
| CN115162720A (en) * | 2022-06-30 | 2022-10-11 | 陕西帕源路桥建设有限公司 | Crossbeam pouring mold |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110067383B (en) | 2021-03-30 |
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Effective date of registration: 20220105 Address after: 518000 No. 0169 Qianhai Road, Nanshan Street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: The Second Construction Company Ltd of China Construction Second Bureau Address before: 450000 No.15, xixuzhuang, Yuanwu Town, Yuanyang County, Xinxiang City, Henan Province Patentee before: Hou Qianlong |