CN106869492A - A kind of across high-altitude truss mould plate - Google Patents
A kind of across high-altitude truss mould plate Download PDFInfo
- Publication number
- CN106869492A CN106869492A CN201510914745.3A CN201510914745A CN106869492A CN 106869492 A CN106869492 A CN 106869492A CN 201510914745 A CN201510914745 A CN 201510914745A CN 106869492 A CN106869492 A CN 106869492A
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- CN
- China
- Prior art keywords
- steel
- truss
- lower edge
- suspention
- mould plate
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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.)
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Classifications
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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
-
- 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
- E04G17/18—Devices for suspending or anchoring form elements to girders placed in ceilings, e.g. hangers
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- 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 relates to across the high-altitude truss mould plate of one kind, the truss mould plate includes steel truss, suspention steel pipe, lower edge frame and lower edge beam forms, steel truss is encorbelmented or is set up on steel bar girder concrete plate, suspention steel pipe upper end is connected to steel truss both sides through steel bar girder concrete plate, suspention steel pipe lower end is hung and connects lower edge frame, is hung through steel bar girder concrete plate by suspention steel pipe on the steel truss of steel bar girder concrete plate upper end and is connect lower edge beam forms.Lower edge frame and lower edge beam forms are suspended in midair below steel bar girder concrete plate using steel truss, using lower edge frame as the operating platform of lower-cord beam pouring template, the truss mould plate for meeting across high-altitude steel reinforced concrete lower-cord beam cast is set up, its simple structure, assembling, using, dismantle it is convenient, long span building cavity high-altitude formwork demand can be effectively solved, efficiency of construction is improved, labour intensity is reduced and construction cost is low.
Description
Technical field
The present invention relates to a kind of truss mould plate for building, specifically a kind of across high-altitude truss mould plate.
Background technology
With increasing for modern architectural functions requirement, high-rise and high-rise building Facade form more seems rich and varied, building exterior design becomes more and more novel, many building utilization cavities effect, realize that environment is penetrating and visible change, with the light and shade of facade and the actual situation in space, the graceful bearing majestic appearance of prominent building.Realize that empty top-out is linked to be entirety by high ordertransfer by reinforced concrete soil large-scale conversion beam plate conjoined structure in the air in long span building cavity, conventionally employed console mode high-supported formwork, set up under full framing to high-order conversion beam plate, its support sets up loaded down with trivial details, labour intensity is high, and construction material is more, the cycle is long, costly.
The content of the invention
For the deficiency such as construction is loaded down with trivial details, long construction period, expense are high for solving that long span building cavity in the prior art sets up that full hall console realizes that formwork is present, the invention provides a kind of simple structure, set up, construct it is convenient, labour intensity is low, low cost, can meet across the high-altitude steel reinforced concrete truss mould plate of long span building cavity high-altitude formwork demand.
The technical solution adopted by the present invention is：A kind of across high-altitude truss mould plate, it is characterised in that：
The truss mould plate includes steel truss, suspention steel pipe, lower edge frame and lower edge beam forms, and steel truss is encorbelmented or be set up in steel bar girder
On concrete plate, suspention steel pipe upper end is connected to steel truss both sides through steel bar girder concrete plate, and suspention steel pipe lower end is hung and connects lower edge frame, position
Lower edge beam forms is connect in being hung through steel bar girder concrete plate by suspention steel pipe on the steel truss of steel bar girder concrete plate upper end.
Further, the lower edge frame includes double horizontal steel tube, many longitudinal steel pipes and glued board, double horizontal steel tube snaps onto the suspention steel pipe lower end of steel truss both sides, many longitudinal steel pipes are located on the double horizontal steel tube of lower edge frame of adjacent two truss mould plate in the double horizontal steel pipe frame of horizontal vertical, and glued board is laid on many longitudinal steel pipes of adjacent two truss mould plate.
Further, it is provided with guard rail between the suspention steel pipe bottom of the steel truss both sides of adjacent two truss mould plate and lower edge frame.
Yet further, the lower edge beam forms includes two side templates and lower template, two side templates are tensed through Screw arbor with nut at both-ends horizontal through lower truss steel I-beam web, lower template both sides are socketed in lower truss steel I-beam lower section through suspension rod respectively, and two suspension rod upper ends are connected to lower truss steel I-beam web both sides.
Using above technical scheme, the beneficial effect that the present invention reaches is：Steel truss is encorbelmented or is set up on steel bar girder concrete plate, lower edge frame is connected to steel truss lower section through suspending steel tube suspending in midair, lower edge frame as lower edge beam forms operating platform, load-bearing is transferred to steel bar girder concrete plate by suspention steel pipe, steel truss successively, steel truss stress is clear and definite, safe and reliable, can easily ensure that it is convenient to construct in factory's making, in-site installation, quality；Corresponding double-row steel pipe up and down is laid on lower edge frame, engineering template is completely spread after many steel pipes of longitudinal direction laying, guard rail is set up in both sides, is combined into totally enclosed type operating platform, lower edge frame strengthens as operating platform stabilization, security, is conducive to stabilization, the safe construction of workmen；The load-bearing of lower edge beam forms is by suspention steel pipe, steel truss is transferred to steel bar girder concrete plate, lower-cord beam template suspension stabilization, Screw arbor with nut at both-ends hole is pre-set on lower-cord beam steel I-beam, being easy to two side templates to be tensed through Screw arbor with nut at both-ends level installs both sides Template Location, lower template is hung to connect by the suspension rod connected on lower-cord beam steel I-beam web installs lower template correspondence both sides Template Location, two side templates and lower template are combined into the casting moulds of lower-cord beam, workmen can directly to its interior pouring operation on lower edge frame, Screw arbor with nut at both-ends is directly dismantled after casting complete and makes two side templates and the lower template demoulding by cutting off suspension rod, be conducive to improving efficiency of construction；When truss mould plate is dismantled, directly by unloading on steel bar girder concrete plate, lower edge frame directly puts down completion and removes steel truss through steel bar girder concrete plate by suspention steel pipe from high-altitude, and it is convenient to remove.
The present invention suspends lower edge frame and lower edge beam forms in midair using steel truss below steel bar girder concrete plate, using lower edge frame as the operating platform of lower-cord beam pouring template, the truss mould plate for meeting across high-altitude steel reinforced concrete lower-cord beam cast is set up, its simple structure, assembling, using, dismantle it is convenient, long span building cavity high-altitude formwork demand can be effectively solved, efficiency of construction is improved, labour intensity is reduced and construction cost is low.
Brief description of the drawings
Fig. 1 uses structural representation for the present invention；
Fig. 2 is lower-cord beam formwork structure schematic diagram of the present invention.
In figure：Steel bar girder concrete plate 1, steel truss 2 suspends steel pipe 3, horizontal steel tube 4, longitudinal steel pipe 5, glued board 6, guard rail 7, lower-cord beam 8, lower-cord beam steel I-beam 9, side template 10, Screw arbor with nut at both-ends 11, suspension rod 12, lower template 13 in midair.
Specific embodiment
Below in conjunction with accompanying drawing, the invention will be further described.
Shown in Fig. 1, a kind of across high-altitude steel truss template includes the template of steel truss 2, suspention steel pipe 3, horizontal steel tube 4, longitudinal steel pipe 5, glued board 6, guard rail 7 and lower-cord beam 8.Steel truss 2 is encorbelmented or is set up on steel bar girder concrete plate 1, suspention steel pipe 3 upper end is connected to the both sides of steel truss 2 through steel bar girder concrete plate 1, hang and connect double horizontal steel tube 4 in suspention steel pipe 3 lower end, many longitudinal steel pipes 5 are set up on the double horizontal steel tube of adjacent two truss mould plate in the double horizontal steel tube 4 of horizontal vertical, glued board 6 is laid on the longitudinal steel pipe of many of adjacent two truss mould plate, guard rail 7 is provided between the suspention steel pipe bottom of the steel truss both sides of adjacent two truss mould plate and lower edge frame；On the steel truss 2 of steel bar girder concrete plate upper end by
Suspention steel pipe hangs the template for connecing lower-cord beam 8 through steel bar girder concrete plate.
Shown in Fig. 2, the template of lower-cord beam 8 includes two side templates 10 and lower template 13, two side templates 10 are tensed through Screw arbor with nut at both-ends 11 horizontal through the lower web of truss steel I-beam 9, the both sides of lower template 13 are socketed in the lower section of lower truss steel I-beam 9 through suspension rod 12 respectively, and two suspension rod upper ends are connected to lower truss steel I-beam web both sides；Two side templates 10 and lower template 13 are equal
It is made up of steel pipe, flitch and glued board, steel pipe is tensed by Screw arbor with nut at both-ends or suspension rod and compresses glued board through flitch.
Claims (4)
1. across the high-altitude truss mould plate of one kind, it is characterised in that：The truss mould plate includes steel truss, suspention steel pipe, lower edge frame and lower edge beam forms, steel truss is encorbelmented or is set up on steel bar girder concrete plate, suspention steel pipe upper end is connected to steel truss both sides through steel bar girder concrete plate, suspention steel pipe lower end is hung and connects lower edge frame, is hung through steel bar girder concrete plate by suspention steel pipe on the steel truss of steel bar girder concrete plate upper end and is connect lower edge beam forms.
2. across the high-altitude truss mould plate of one kind according to claim 1, it is characterized in that：The lower edge frame includes double horizontal steel tube, many longitudinal steel pipes and glued board, double horizontal steel tube snaps onto the suspention steel pipe lower end of steel truss both sides, many longitudinal steel pipes are located on the double horizontal steel tube of lower edge frame of adjacent two truss mould plate in the double horizontal steel pipe frame of horizontal vertical, and glued board is laid on many longitudinal steel pipes of adjacent two truss mould plate.
3. across the high-altitude truss mould plate of one kind according to claim 1, it is characterized in that：Guard rail is provided between the suspention steel pipe bottom of the steel truss both sides of adjacent two truss mould plate and lower edge frame.
4. across the high-altitude truss mould plate of one kind according to claim 1, it is characterized in that：The lower edge beam forms includes two side templates and lower template, two side templates are tensed through Screw arbor with nut at both-ends horizontal through lower truss steel I-beam web, lower template both sides are socketed in lower truss steel I-beam lower section through suspension rod respectively, and two suspension rod upper ends are connected to lower truss steel I-beam web both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510914745.3A CN106869492A (en) | 2015-12-13 | 2015-12-13 | A kind of across high-altitude truss mould plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510914745.3A CN106869492A (en) | 2015-12-13 | 2015-12-13 | A kind of across high-altitude truss mould plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106869492A true CN106869492A (en) | 2017-06-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510914745.3A Pending CN106869492A (en) | 2015-12-13 | 2015-12-13 | A kind of across high-altitude truss mould plate |
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| CN (1) | CN106869492A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514135A (en) * | 2017-09-26 | 2017-12-26 | 中国十七冶集团有限公司 | A kind of steel reinforced concrete beam forms is without support system erecting device and its application method |
| CN107882270A (en) * | 2017-11-27 | 2018-04-06 | 五冶集团上海有限公司 | The constructing structure and construction method of superelevation space stiff beam reinforced concrete enveloped |
| CN109457814A (en) * | 2018-11-15 | 2019-03-12 | 李延敏 | Towering and major diameter building top cover construction method based on Bailey bracket structure |
| CN110130635A (en) * | 2019-06-18 | 2019-08-16 | 中国五冶集团有限公司 | A kind of cantilever steel girder external wrapping concrete mold side template strengthening structure and cantilever steel girder external wrapping concrete construction method |
| CN110185262A (en) * | 2019-06-14 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of hanging platform peace dismantling device and application method |
-
2015
- 2015-12-13 CN CN201510914745.3A patent/CN106869492A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514135A (en) * | 2017-09-26 | 2017-12-26 | 中国十七冶集团有限公司 | A kind of steel reinforced concrete beam forms is without support system erecting device and its application method |
| CN107882270A (en) * | 2017-11-27 | 2018-04-06 | 五冶集团上海有限公司 | The constructing structure and construction method of superelevation space stiff beam reinforced concrete enveloped |
| CN109457814A (en) * | 2018-11-15 | 2019-03-12 | 李延敏 | Towering and major diameter building top cover construction method based on Bailey bracket structure |
| CN110185262A (en) * | 2019-06-14 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of hanging platform peace dismantling device and application method |
| CN110130635A (en) * | 2019-06-18 | 2019-08-16 | 中国五冶集团有限公司 | A kind of cantilever steel girder external wrapping concrete mold side template strengthening structure and cantilever steel girder external wrapping concrete construction method |
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Legal Events
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| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170620 |