CN104912329A - General vertical beam for high-rise residential building wall post formwork - Google Patents
General vertical beam for high-rise residential building wall post formwork Download PDFInfo
- Publication number
- CN104912329A CN104912329A CN201510316025.7A CN201510316025A CN104912329A CN 104912329 A CN104912329 A CN 104912329A CN 201510316025 A CN201510316025 A CN 201510316025A CN 104912329 A CN104912329 A CN 104912329A
- Authority
- CN
- China
- Prior art keywords
- residential building
- building wall
- template
- formwork
- wall 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.)
- Pending
Links
Abstract
The invention discloses a general vertical beam for a high-rise residential building wall post formwork. The general vertical beam comprises a body formed by angle steel, wherein a plurality of connecting holes are formed in each of two mutually vertical steel straps of the body; the body is fixed with the formwork through the connecting holes; a plurality of L-shaped steel straps are welded on the body at intervals; each L-shaped steel strap and the corresponding steel strap locating part on the body form a square pipe section; the position of each square pipe section corresponds to a node position on which inner and outer keels are intersected; and reinforcing holes are formed in each of the two mutually vertical steel straps of the L-shaped steel straps. The general vertical beam has the advantages that steel is used instead of wood; the repeated recycled use can be realized; the weight is light; the strength is high; the stress is reasonable; the universality is high; and the vertical beams are connected with multi-layer plates for forming the formwork, so that the consumption of the vertical beam is reduced; and an active reinforcement effect is achieved on the whole formwork system.
Description
Technical field
The invention belongs to concrete structure construction field, be specifically related to a kind of ruggedized construction of concrete structure formwork.
Background technology
At present, room is built building site and is generally adopted wooden form as concrete template system, and it is all adopt flitch that its reinforcing is erected stupefied.By the requirement of green building, occur at present with the trend of steel generation wood, it is adopt cold-reduced sheet to be rolled into square tube as perpendicular stupefied that the steel more generally adopted at present erects stupefied, and more advanced perpendicular stupefiedly also have length-adjustable feature.
There is following shortcoming in the perpendicular stupefied of prior art:
1, wood perpendicular stupefied needs consumes a large amount of timber, does not meet the requirement of environmental protection, will be eliminated at last.In addition, wood perpendicular stupefied due to mechanical property not highly stable, certain security risk can be there is when the structure that some force requests are high or complicated is used, external current way uses treated wood to erect stupefied, while the wooden light-weighted feature of maintenance, make it have stable mechanical property, but this treated wood to erect stupefied cost higher;
2, the perpendicular stupefied weight of cold rolling square-tube type lays particular stress on, and increases labour intensity to pure manual labor; Another only as the substitute that wood is stupefied, even if consider length-adjustable versatility, but initiatively contribution is not made to whole template system reinforcing.
Summary of the invention
In order to solve the problems of the technologies described above, the invention provides a kind of high residential building wall column formwork general perpendicular stupefied, high residential building wall column formwork of the present invention is general perpendicular stupefied with steel generation wood, turnover can be repeated use, and high-strength light, reasonable stress, highly versatile, by connecting and composing template with composite board thus reducing perpendicular stupefied use amount, and to whole template system, there is active enforcement effect.
The present invention in order to the technical scheme solving its technical problem and adopt is:
A kind of high residential building wall column formwork is general perpendicular stupefied, there is the body be made up of angle steel, orthogonal two blooms of described body all offer some connecting holes, body is fixed by described connecting hole and template, on described body, interval is welded with some L-type steel discs, the body part at described L-type steel disc and its place forms square tube section, and the Nodes that in the position correspondence of described square tube section, outer keel intersects, orthogonal two steel discs of described L-type steel disc all offer reinforced hole.
It is preferred that described body is equal leg angle.
Say further, described reinforced hole is connected with a screw rod, and described screw rod is connected with girth member.
Furthermore, described girth member is briquetting, and described briquetting can be fixedly connected with template.Preferably, realize briquetting to connect with template and the structure pushing down template is: two blocks of composite board relative in template all have described briquetting, are connected between two briquettings by Screw arbor with nut at both-ends.Described Screw arbor with nut at both-ends is through walls.
The invention has the beneficial effects as follows:
One, the form of angle steel is selected to replace the square-tube type of prior art to erect stupefied, the Nodes intersected at interior outer keel passes through to weld the characteristic keeping square tube, make whole perpendicular stupefied weight saving 40%, meanwhile, by the segmentation in market and the prediction of demand consumption, the wall column only for high residential building uses, after making to use location further precisely, because the floor height of high residential building has uniformity, thus, remove perpendicular stupefied length-adjustable function from;
Two, stupefied design is optimized by the research of the loading characteristic to concrete structure lateral pressure branch's rule and template to perpendicular, determine the position that interior outer keel intersects, the horizontal stupefied position of the level that specifies and quantity, the Nodes intersected at interior outer keel forms square tube section, ensures concrete Forming Quality;
Three, be that the perpendicular stupefied of angle bar can be connected and fixed composite board by body, form the formwork structure that steel wood combines together with composite board, not only serve the function of connection and reinforcing template, also reduce perpendicular stupefied usage quantity;
Four, by the connection of nut that square tube section pre-sets and screw rod, and be engaged on screw rod briquetting is set to draw ring, thus active enforcement is carried out to whole template system.
Accompanying drawing explanation
Fig. 1 is perpendicular stupefied structural representation of the present invention;
Fig. 2 is briquetting using state figure of the present invention.
Detailed description of the invention
Below by way of specific instantiation, the specific embodiment of the present invention is described, those skilled in the art can understand advantage of the present invention and effect easily by content disclosed in the present specification.The present invention also can be implemented in further, different ways, that is, not departing under disclosed category, can give different modifications and change.
Embodiment: a kind of high residential building wall column formwork is general perpendicular stupefied, there is the body 1 be made up of equal leg angle, orthogonal two blooms of described body all offer some connecting holes 11, body is fixed by described connecting hole and template, on described body, interval is welded with some L-type steel discs, the body part at described L-type steel disc and its place forms square tube section 2, the Nodes that in the position correspondence of described square tube section, outer keel intersects, orthogonal two steel discs of described L-type steel disc all offer reinforced hole 21.
The form of angle steel is selected to replace the square-tube type of prior art to erect stupefied, the Nodes intersected at interior outer keel passes through to weld the characteristic keeping square tube, make whole perpendicular stupefied weight saving 40%, meanwhile, by the segmentation in market and the prediction of demand consumption, the wall column only for high residential building uses, after making to use location further precisely, because the floor height of high residential building has uniformity, thus, remove perpendicular stupefied length-adjustable function from; Stupefiedly design is optimized to perpendicular by the research of the loading characteristic to concrete structure lateral pressure branch's rule and template, determine the position that interior outer keel intersects, the horizontal stupefied position of the level that specifies and quantity, the Nodes intersected at interior outer keel forms square tube section, ensures concrete Forming Quality; Be that the perpendicular stupefied of angle bar can be connected and fixed composite board by body, form the formwork structure that steel wood combines together with composite board, not only serve the function of connection and reinforcing template, also reduce perpendicular stupefied usage quantity.
Can be connected with a screw rod 3 at reinforced hole by nut, described screw rod is connected with girth member, and this girth member can be briquetting 4, and two pieces of composite board A relative in template all have described briquetting, and Screw arbor with nut at both-ends is through walls, is connected between two briquettings by Screw arbor with nut at both-ends.With Screw arbor with nut at both-ends, template is directly acted on to tension and compression block, utilize the frictional force limit levels displacement of template and metope, and the multiple briquettings be intervally arranged in the vertical are formed discontinuous perpendicular stupefied, within the scope of template deformation, play the effect of the mould that prevents from rising.
Above-mentioned manual and embodiment are only exemplary illustration principle of the present invention and effect thereof, are not limitations of the present invention.Any creation fallen within the scope of the claims in the present invention all belongs to the scope that the present invention protects.
Claims (6)
1. a high residential building wall column formwork is general perpendicular stupefied, it is characterized in that: there is the body (1) be made up of angle steel, orthogonal two blooms of described body all offer some connecting holes (11), body is fixed by described connecting hole and template, on described body, interval is welded with some L-type steel discs, the body part at described L-type steel disc and its place forms square tube section (2), the Nodes that in the position correspondence of described square tube section, outer keel intersects, orthogonal two steel discs of described L-type steel disc all offer reinforced hole (21).
2. high residential building wall column formwork as claimed in claim 1 is general perpendicular stupefied, it is characterized in that: described body is equal leg angle.
3. high residential building wall column formwork as claimed in claim 1 is general perpendicular stupefied, it is characterized in that: described reinforced hole is connected with a screw rod (3), and described screw rod is connected with girth member.
4. high residential building wall column formwork as claimed in claim 3 is general perpendicular stupefied, and it is characterized in that: described girth member is briquetting (4), described briquetting can be connected with template and push down template.
5. high residential building wall column formwork as claimed in claim 4 is general perpendicular stupefied, it is characterized in that: realize briquetting and can to connect with template and the structure pushing down template is: two blocks of composite board relative in template all have described briquetting, are connected between two briquettings by Screw arbor with nut at both-ends.
6. high residential building wall column formwork as claimed in claim 5 is general perpendicular stupefied, it is characterized in that: described Screw arbor with nut at both-ends is through walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510316025.7A CN104912329A (en) | 2015-06-10 | 2015-06-10 | General vertical beam for high-rise residential building wall post formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510316025.7A CN104912329A (en) | 2015-06-10 | 2015-06-10 | General vertical beam for high-rise residential building wall post formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104912329A true CN104912329A (en) | 2015-09-16 |
Family
ID=54081725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510316025.7A Pending CN104912329A (en) | 2015-06-10 | 2015-06-10 | General vertical beam for high-rise residential building wall post formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104912329A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592958A (en) * | 2016-11-25 | 2017-04-26 | 昆山征途建筑模架应用技术有限公司 | Frameless aluminum plastic composite large template |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060118832A (en) * | 2005-05-17 | 2006-11-24 | 롯데건설 주식회사 | Structure of a fabricated mold and fabricating method thereof |
| CN201714088U (en) * | 2010-04-29 | 2011-01-19 | 刘满意 | Building cast molding plate adjustable vertical edge |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| CN202925848U (en) * | 2012-11-28 | 2013-05-08 | 中天建设集团有限公司天津分公司 | Reinforcement structure for die plates at concrete structure inside corner position |
| CN203594227U (en) * | 2013-11-08 | 2014-05-14 | 广东一百建筑科技有限公司 | Aluminum formwork reinforced structure |
| CN104563500A (en) * | 2013-10-16 | 2015-04-29 | 深圳市特辰科技股份有限公司 | Dorsal bar and dorsal bar assembly method |
| CN204703511U (en) * | 2015-06-10 | 2015-10-14 | 昆山征途建筑模架应用技术有限公司 | High residential building wall column formwork is general perpendicular stupefied |
-
2015
- 2015-06-10 CN CN201510316025.7A patent/CN104912329A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060118832A (en) * | 2005-05-17 | 2006-11-24 | 롯데건설 주식회사 | Structure of a fabricated mold and fabricating method thereof |
| CN201714088U (en) * | 2010-04-29 | 2011-01-19 | 刘满意 | Building cast molding plate adjustable vertical edge |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| CN202925848U (en) * | 2012-11-28 | 2013-05-08 | 中天建设集团有限公司天津分公司 | Reinforcement structure for die plates at concrete structure inside corner position |
| CN104563500A (en) * | 2013-10-16 | 2015-04-29 | 深圳市特辰科技股份有限公司 | Dorsal bar and dorsal bar assembly method |
| CN203594227U (en) * | 2013-11-08 | 2014-05-14 | 广东一百建筑科技有限公司 | Aluminum formwork reinforced structure |
| CN204703511U (en) * | 2015-06-10 | 2015-10-14 | 昆山征途建筑模架应用技术有限公司 | High residential building wall column formwork is general perpendicular stupefied |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592958A (en) * | 2016-11-25 | 2017-04-26 | 昆山征途建筑模架应用技术有限公司 | Frameless aluminum plastic composite large template |
| CN106592958B (en) * | 2016-11-25 | 2019-06-14 | 昆山征途建筑模架应用技术有限公司 | A kind of rimless plastic-aluminum combined large form |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104912190A (en) | Dry type joggle frame structure | |
| CN102839678B (en) | Structure for improving rigidity and stability of foundation pit steel support | |
| CN201671226U (en) | Expanded flanged cross-shaped steel SRC column | |
| CN103306427A (en) | Hollow original bamboo steel fiber concrete beam or column member | |
| CN203213591U (en) | Beam-free turbinate column cap structure template system | |
| CN204703511U (en) | High residential building wall column formwork is general perpendicular stupefied | |
| CN207776093U (en) | A kind of frame structure system for highlight lines area | |
| CN104912329A (en) | General vertical beam for high-rise residential building wall post formwork | |
| CN203808249U (en) | Column stirrup cage assembly for beam-column joint core region | |
| CN104912326B (en) | Concrete reinforcing frame gang form | |
| CN201671227U (en) | SRC column with diagonally arranged cross steels with flanges | |
| CN204212264U (en) | Large span steel reinforced concrete braced structures | |
| CN203729623U (en) | Assembled machining shed for building construction | |
| CN206015700U (en) | A kind of raft foundation steelframe support | |
| CN201915630U (en) | Combined platform of fire control joint gallery form supporting steel beam | |
| CN205206374U (en) | Hold in palm on adjustable top of sagitta self -adaptation for building | |
| CN201381642Y (en) | Crossbeam beam channel joist formwork supporting system | |
| CN204212385U (en) | Scaffold strengthened by truss | |
| CN106121219A (en) | A kind of huge post of stiffness is without screw aluminum alloy formwork system | |
| CN103276889B (en) | Full hall fastener type steel pipe scaffold anti-side shifting method | |
| CN207829462U (en) | A kind of expansion joint position shear wall side form bracing means | |
| CN205976216U (en) | A steel structrual concrete supporting beam | |
| CN205088799U (en) | Building strutting arrangement | |
| CN205822778U (en) | A kind of huge post of stiffness is without screw aluminum alloy formwork system | |
| CN206052762U (en) | Stress is in the shaped steel crossbeam tower crane pedestal of section beam-column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150916 |
|
| RJ01 | Rejection of invention patent application after publication |