CN206752755U - A kind of constructional column, which pours, exempts from formwork prefabricated components - Google Patents
A kind of constructional column, which pours, exempts from formwork prefabricated components Download PDFInfo
- Publication number
- CN206752755U CN206752755U CN201720636547.XU CN201720636547U CN206752755U CN 206752755 U CN206752755 U CN 206752755U CN 201720636547 U CN201720636547 U CN 201720636547U CN 206752755 U CN206752755 U CN 206752755U
- Authority
- CN
- China
- Prior art keywords
- device main
- main body
- construction
- prefabricated components
- constructional 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.)
- Expired - Fee Related
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 26
- 238000009434 installation Methods 0.000 claims abstract description 30
- 238000007789 sealing Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 61
- 238000000034 method Methods 0.000 abstract description 18
- 239000000463 material Substances 0.000 abstract description 12
- 230000001360 synchronised effect Effects 0.000 abstract description 9
- 239000004566 building material Substances 0.000 abstract description 8
- 239000004575 stone Substances 0.000 abstract description 8
- 239000002699 waste material Substances 0.000 abstract description 8
- 238000005516 engineering process Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000746 body region Anatomy 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Poured the utility model discloses a kind of constructional column and exempt from formwork prefabricated components, including the first device main body, the side of first device main body is provided with the first mounting groove, the side of first mounting groove is provided with the first installation protrusion, and the side of first device main body is provided with the second device main body.This constructional column, which pours, exempts from formwork prefabricated components, with reference to masonry structure scantling, consider structural seismic performance simultaneously, formed using fine-stone concrete is prefabricated, form the prefabricated components with height stack pile with building material, it is applicable to the Constructional Col-umn Construction at different wall positions, flexible combination, it is easy to operate, completely with masonry synchronous construction, reduce the installation of later structural column template, the processes such as dismounting, greatly reduce construction cost, on the basis of construction quality is ensured, efficiently solve conventional Constructional Col-umn Construction complex procedures, the problems such as waste of material, greatly reduce construction cost, accelerate engineering construction progress, with good versatility.
Description
Technical field
It the utility model is related to constructional column and pour and exempt from formwork technical field of prefabricated, specifically a kind of constructional column, which pours, exempts from
Formwork prefabricated components.
Background technology
In the construction of architectural engineering masonry structure, according to《Masonry structure specification》, can be set on request in corresponding site
Constructional column, so as to reach preferable structural integrity and anti-seismic performance.Material due to constructional column with masonry structure for unlike material
Expect and construction technology is entirely different, generally require first bar planting(Or reserved joint bar), colligation constructional column steel reinforcement cage, masonry panel, stay
Put a systems such as horse tooth trough, constructional column model sheetinstallat, constructional column concrete placings, constructional column form removable, constructional column column cap Local treatment
Arrange complicated working procedure, this just seriously affects masonry project integral construction quality and duration, increase material and management into
This expense.If it is desired to improve these problems, it is necessary to improve working procedure, the technique for breaking complexity, invent a kind of constructional column and pour
Build and exempt from formwork prefabricated components, reach the construction construction work for carrying out, reducing model sheetinstallat synchronous with masonry structure construction of constructional column
Skill.
Utility model content
The purpose of this utility model is to provide a kind of constructional column and pour to exempt from formwork prefabricated components have and reduce model sheetinstallat
Construction technology the advantages of, to solve the problems mentioned in the above background technology.
To achieve the above object, the utility model provides following technical scheme:
A kind of constructional column, which pours, exempts from formwork prefabricated components, including the first device main body, the side of first device main body
The first mounting groove is provided with, the side of first mounting groove is provided with the first installation and protruded, and the one of first device main body
Side is provided with the second device main body.
As further program of the utility model:The shape of first mounting groove and the first installation protrusion is coincide.
As further program of the utility model:First device main body is spliced with the sealing of the second device main body.
As further program of the utility model:The first mounting groove and the first peace are provided with second device main body
Dress protrusion.
As further program of the utility model:The quantity of first device main body and the second device main body is 2.
Compared with prior art, the utility model beneficial effect:
This constructional column, which pours, exempts from formwork prefabricated components, is to combine masonry structure scantling, while consider seismic resistance
Can, formed using fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to different wall portions
The Constructional Col-umn Construction of position, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce the installation of later structural column template, tear open
Except etc. process, greatly reduce construction cost, on the basis of construction quality is ensured, efficiently solve conventional Constructional Col-umn Construction work
The problems such as sequence is complicated, waste of material, greatly reduces construction cost, accelerates engineering construction progress, have good versatility.
Brief description of the drawings
Fig. 1 is the structure chart of embodiment one of the present utility model;
Fig. 2 is the structure chart of embodiment two of the present utility model;
Fig. 3 is the structure chart of embodiment three of the present utility model;
Fig. 4 is example IV structure chart of the present utility model;
Fig. 5 is the structure chart of embodiment five of the present utility model.
In figure:The installation protrusions of 1- first;The mounting grooves of 2- first;The device main bodies of 3- first;The device main bodies of 4- second;5- the 3rd
Device main body;6- four device main bodys;The device main bodies of 7- the 5th;The device main bodies of 8- the 6th;The device main bodies of 9- the 7th;10- the 8th
Device main body;The device main bodies of 11- the 9th;The device main bodies of 12- the tenth;The device main bodies of 13- the 11st.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Referring to Fig. 1, embodiment one, a kind of constructional column, which pours, exempts from formwork prefabricated components, including the first device main body 3, the
The side of one device main body 3 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation and protrudes 1, first
The shape of mounting groove 2 and the first installation protrusion 1 is coincide, and the side of the first device main body 3 is provided with the second device main body 4, and first
The sealing of the device main body 4 of device main body 3 and second is spliced, and the first mounting groove 2 is provided with the second device main body 4 and the first installation is convex
Go out 1, the quantity of the first device main body 3 and the second device main body 4 is 2, and this constructional column, which pours, exempts from formwork prefabricated components, is to combine to build
Body structural material size, while consider structural seismic performance, form, formed same with height with building material using fine-stone concrete is prefabricated
The prefabricated components of thickness, are applicable to the Constructional Col-umn Construction at different wall positions, flexible combination, easy to operate, completely and masonry
Synchronous construction, the processes such as the installation of later structural column template, dismounting are reduced, greatly reduce construction cost, ensureing construction quality
On the basis of, the problems such as efficiently solving conventional Constructional Col-umn Construction complex procedures, waste of material, construction cost is greatly reduced,
Engineering construction progress is accelerated, there is good versatility.
Referring to Fig. 2, embodiment two, a kind of constructional column, which pours, exempts from formwork prefabricated components, including the 3rd device main body 5, the
The side of three device main bodies 5 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation and protrudes 1, first
The shape of mounting groove 2 and the first installation protrusion 1 is coincide, and the side of the 3rd device main body 5 is provided with four device main body 6, and the 3rd
Device main body 5 and the sealing of four device main body 6 are spliced, and the first mounting groove 2 is provided with four device main body 6 and the first installation is convex
Go out 1, this constructional column, which pours, exempts from formwork prefabricated components, is to combine masonry structure scantling, while considers structural seismic performance, adopts
Formed with fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to different wall positions
Constructional Col-umn Construction, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce the installation of later structural column template, remove etc.
Process, construction cost is greatly reduced, on the basis of construction quality is ensured, efficiently solve conventional Constructional Col-umn Construction process and answer
The problems such as miscellaneous, waste of material, construction cost is greatly reduced, accelerates engineering construction progress, there is good versatility.
Referring to Fig. 3, embodiment three, a kind of constructional column, which pours, exempts from formwork prefabricated components, including the 5th device main body 7, the
The side of five device main bodies 7 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation and protrudes 1, first
The shape of mounting groove 2 and the first installation protrusion 1 is coincide, and the side of the 5th device main body 7 is provided with the 6th device main body 8, and the 5th
The sealing of the device main body 8 of device main body 7 and the 6th is spliced, and the first mounting groove 2 is provided with the 6th device main body 8 and the first installation is convex
Go out 1, this constructional column, which pours, exempts from formwork prefabricated components, is to combine masonry structure scantling, while considers structural seismic performance, adopts
Formed with fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to different wall positions
Constructional Col-umn Construction, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce the installation of later structural column template, remove etc.
Process, construction cost is greatly reduced, on the basis of construction quality is ensured, efficiently solve conventional Constructional Col-umn Construction process and answer
The problems such as miscellaneous, waste of material, construction cost is greatly reduced, accelerates engineering construction progress, there is good versatility.
Referring to Fig. 4, example IV, a kind of constructional column, which pours, exempts from formwork prefabricated components, including the 7th device main body 9, the
The side of seven device main bodies 9 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation and protrudes 1, first
The shape of mounting groove 2 and the first installation protrusion 1 is coincide, and the side of the 7th device main body 9 is provided with the 8th device main body 10, and the 7th
The sealing of the device main body 10 of device main body 9 and the 8th is spliced, and the first mounting groove 2 and the first installation are provided with the 8th device main body 10
Protrusion 1, this constructional column, which pours, exempts from formwork prefabricated components, is to combine masonry structure scantling, while considers structural seismic performance,
Formed using fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to different wall positions
Constructional Col-umn Construction, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce the installation of later structural column template, remove
Etc. process, construction cost is greatly reduced, on the basis of construction quality is ensured, efficiently solves conventional Constructional Col-umn Construction process
The problems such as complexity, waste of material, construction cost is greatly reduced, accelerates engineering construction progress, there is good versatility.
Referring to Fig. 5, embodiment five, a kind of constructional column, which pours, exempts from formwork prefabricated components, including the 9th device main body 11, the
The side of nine device main bodies 11 is provided with the first mounting groove 2, and the side of the first mounting groove 2 is provided with the first installation and protrudes 1, first
The shape of mounting groove 2 and the first installation protrusion 1 is coincide, and the side of the 9th device main body 11 is provided with the tenth device main body 12, the
The side of ten device main bodies 12 is provided with the 11st device main body 13, the 9th device main body 11, the tenth device main body 12 and the tenth
The sealing splicing of one device main body 13, the first mounting groove 2 and the are provided with the tenth device main body 12 and the 11st device main body 13
One installation protrusion 1, this constructional column, which pours, exempts from formwork prefabricated components, is to combine masonry structure scantling, while consider that structure resists
Shock stability, formed using fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to different walls
The Constructional Col-umn Construction of body region, it is flexible combination, easy to operate, completely with masonry synchronous construction, reduce later structural column template peace
The processes such as dress, dismounting, greatly reduce construction cost, on the basis of construction quality is ensured, efficiently solve conventional constructional column
The problems such as working procedure is complicated, waste of material, greatly reduces construction cost, accelerates engineering construction progress, has well
Versatility.
In summary:This constructional column, which pours, exempts from formwork prefabricated components, is to combine masonry structure scantling, while consider to tie
Structure anti-seismic performance, formed using fine-stone concrete is prefabricated, formed with building material with the prefabricated components of height stack pile, be applicable to not
It is flexible combination, easy to operate with the Constructional Col-umn Construction at wall position, completely with masonry synchronous construction, reduce later structural post mould
The processes such as plate installation, dismounting, greatly reduce construction cost, on the basis of construction quality is ensured, efficiently solve conventional structure
The problems such as making complicated post working procedure, waste of material, greatly reduces construction cost, accelerates engineering construction progress, has good
Good versatility.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (5)
1. a kind of constructional column, which pours, exempts from formwork prefabricated components, including the first device main body(3), it is characterised in that:First device
Part main body(3)Side be provided with the first mounting groove(2), first mounting groove(2)Side be provided with the first installation protrusion
(1), first device main body(3)Side be provided with the second device main body(4).
2. a kind of constructional column according to claim 1, which pours, exempts from formwork prefabricated components, it is characterised in that:First installation
Groove(2)Protruded with the first installation(1)Shape coincide.
3. a kind of constructional column according to claim 1, which pours, exempts from formwork prefabricated components, it is characterised in that:First device
Main body(3)With the second device main body(4)Sealing splicing.
4. a kind of constructional column according to claim 1, which pours, exempts from formwork prefabricated components, it is characterised in that:Second device
Main body(4)On be provided with the first mounting groove(2)With the first installation protrusion(1).
5. a kind of constructional column according to claim 1, which pours, exempts from formwork prefabricated components, it is characterised in that:First device
Main body(3)With the second device main body(4)Quantity be 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720636547.XU CN206752755U (en) | 2017-06-04 | 2017-06-04 | A kind of constructional column, which pours, exempts from formwork prefabricated components |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720636547.XU CN206752755U (en) | 2017-06-04 | 2017-06-04 | A kind of constructional column, which pours, exempts from formwork prefabricated components |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206752755U true CN206752755U (en) | 2017-12-15 |
Family
ID=60620747
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720636547.XU Expired - Fee Related CN206752755U (en) | 2017-06-04 | 2017-06-04 | A kind of constructional column, which pours, exempts from formwork prefabricated components |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206752755U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106978865A (en) * | 2017-06-04 | 2017-07-25 | 中国建筑第七工程局有限公司 | A kind of constructional column, which is poured, exempts from formwork prefabricated components |
-
2017
- 2017-06-04 CN CN201720636547.XU patent/CN206752755U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106978865A (en) * | 2017-06-04 | 2017-07-25 | 中国建筑第七工程局有限公司 | A kind of constructional column, which is poured, exempts from formwork prefabricated components |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106978865A (en) | A kind of constructional column, which is poured, exempts from formwork prefabricated components | |
CN204435542U (en) | Integration bean column node formwork structure | |
CN105971160A (en) | Method for preventing 3D printing reinforced masonry shear wall being unshelled | |
CN107178209A (en) | A kind of constructional column and agent structure integrated construction method | |
CN206752755U (en) | A kind of constructional column, which pours, exempts from formwork prefabricated components | |
CN206053328U (en) | A kind of middle buried water stop fixing device | |
CN205617419U (en) | Novel combination formula reinforced earth retaining wall structure | |
CN202658765U (en) | Keel framework concrete anti-crack filling wall | |
CN202247903U (en) | Soft stratum open-cut tunnel with deformation joints having anti-shearing functions | |
CN209556422U (en) | The ruggedized construction of radiation shield concrete floor construction construction joint | |
CN207211440U (en) | Overlaid plate type Combined concrete prefabricated components | |
CN216276904U (en) | Irregular polygon post formwork structure | |
CN207609427U (en) | A kind of simple multispan formula tunnel inverted arch trestle structure | |
CN207194224U (en) | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction | |
CN101831921A (en) | Construction method of expansive concrete | |
CN206844638U (en) | A kind of house and its construction mould | |
CN206987196U (en) | A kind of embedded combined type exempts from formwork end structure post | |
CN206987109U (en) | A kind of embedded combined type exempts from formwork crisscross configuration post | |
CN108343234A (en) | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry | |
CN104264668B (en) | Stake mould of X-shaped Model Pile and preparation method thereof | |
CN208618800U (en) | It can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry | |
CN205153144U (en) | Joint construction of shear force corner portion and slant girder steel | |
CN208563969U (en) | A kind of mortar leakage prevention component | |
CN210002951U (en) | integrally-installed house system with concrete structure steel bar templates | |
CN207079788U (en) | A kind of floor quick structure for assembling |
Legal Events
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: 20171215 |