CN201347582Y - Building dismantling-free formwork - Google Patents
Building dismantling-free formwork Download PDFInfo
- Publication number
- CN201347582Y CN201347582Y CNU2008202100269U CN200820210026U CN201347582Y CN 201347582 Y CN201347582 Y CN 201347582Y CN U2008202100269 U CNU2008202100269 U CN U2008202100269U CN 200820210026 U CN200820210026 U CN 200820210026U CN 201347582 Y CN201347582 Y CN 201347582Y
- Authority
- CN
- China
- Prior art keywords
- keel
- muscle net
- steel
- shaped steel
- cavity
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a concrete cast-in-place building dismantling-free formwork, which resolves problems that workload is heavy caused by utilizing wooden plates or steel plates as formworks to coat when casting concrete, and engineering complexity is increased because the formworks are required to be removed after completing coating. The building dismantling-free formwork comprises keels with preset shapes arranged inside, a layer of rib lath with a rib structure is covered outside the keels and forms a light steel frame hollow cavity and the keels and ribs of the rib lath are intersected and are fixed by specific steel nails. As the concrete keels which are cast in the hollow cavity between the keels and the rib lath are covered with the rib lath outside, the rib lath which is a lattice structure can drain off water when casting concrete, and wooden plate formworks or steel plate formworks are not utilized to envelop, thereby removing operations of formwork covering and dismantling, automatically forming an airtight structure, and further saving time and increasing efficiency.
Description
Technical field
The utility model relates to the compound clad structure of a kind of building, especially a kind of cast-in-place template of concrete MULTILAYER COMPOSITE of avoid dismantle.
Background technology
At present, the concrete structure that building trade adopts is forming frame construction with concrete casting again behind the wooden form group mould, be built into wall with loam brick again after the form removal and connect and go along with sb. to guard him, this group of mould, support, etc. solidify the process of form removal again, consume a large amount of manpowers, financial resources, the job site is dirty and messy not to conform to environmental protection.The limit is fallen concrete and also will constantly be vibrated during cast, operation and cost have been increased like this, and post and beam and between the walls can't be one-body molded, transmit the weak effect of bearing capacity, when building is subjected to external pressure easily in wall contact bad student crack, when using loam brick to do wall, the thickness of wall is thicker relatively, makes the area that uses reduce; And deployment tube route road can't be pre-buried, and whole structure is poor; And the production of common brick needs a large amount of clay and energy to bring the serious wasting of resources to society.Traditional post girder construction and body of wall be for to separate construction, carries out after will waiting the post girder construction to solidify during retaining wall earlier again, when fluid concrete, need to support separately, so the operation trouble, the engineering time is long, influences the progress of engineering.
Architectural at some steel work when temperature reaches 500 degrees centigrade, do not have fire prevention and coats that to be exposed to outer steel work softening easily, reduces supporting capacity, and this moment, the fire resistance property of building also descended, and steel work to be exposed to outer antirust ability undesirable.
Summary of the invention
The utility model has solved in the prior art and to have adopted plank or steel plate to coat as mould when fluid concrete to cause workload big, and etc. also to remove after finishing coating, increased the shortcoming of the complexity of engineering, provide a kind of non-dismantling formwork net after coating, need not remove and combine and exempted to support the building non-dismantling formwork of without vibration integral cast-in-situ with concrete.
It is undesirable that the utility model has also solved the antirust effect of its fire prevention of steel work independent in the prior art, increase the shortcoming of cost, a kind of concrete that coats outside shaped steel is provided, isolated outside contact, improve the antirust effect of fire prevention, and shaped steel with can strengthen rigidity after concrete combines to reduce steel using amount, the building non-dismantling formwork that reduces cost.
A purpose more of the present utility model provides a kind of post beam and body of wall is finished the cavity frame installation simultaneously, carries out concrete light heavy mortar simultaneously and pours into a mould respectively, finishes the building non-dismantling formwork of flooring, stair, roof contactless global formation synchronously.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of building non-dismantling formwork, it is characterized in that template comprises is arranged on the keel that internal placement becomes reservation shape, keel coat the muscle net being arranged and forming a light steel frame cavity of one deck muscles and bones structure outward, keel intersect with the muscles and bones that the muscle net is arranged and fix by special-purpose steel nail, at keel and fluid concrete in the cavity between the muscle net is arranged.The cavity outer layer surface is the thickness of wall body of design after the spine arrangement, after having the muscle net to coat, can play net modular ring hoop effect, there is the muscle mesh that moisture content and air in the concrete are discharged, the mode of conventional concrete of need not going is again bound template or support foot rest, exempted the time of waiting form removable, saved operation, improved efficient, muscle net and concrete combining closely are arranged, improved intensity, increased effect of anti-cracking, and this template is the cast from the Stall flooring toward bottom of the building after the whole installations of building integral, again from the second floor flooring toward Stall flooring cast, when cast, can be clear that the layout of various pipelines and circuit and other auxiliary lines in the building by the lay wire cavity, can carry out whole planning, and arrangement convenience, also saved material that supports and the equipment of constructing and needing; Can adopt special-purpose steel nail to fix when having the muscle net to coat keel, perhaps carry out colligation with iron wire, convenient and swift saving trouble can be improved installation work efficient; It is the fish-bone fenestral fabric that the muscle net is arranged, be to form by stretching again after the die-cut roll-in expansion of galvanized steel strip, the part concrete is oozed be discharged to the surface to form thick super face and covering accommodates the muscle net and conveniently whitewashes construction, the mode of keel combination should be on the beam limit, the two ends of flooring tap into the row location with the angle steel vertical welding, to guarantee keel spacing and flatness.
The member that template is installed is with shaped steel during as the post beam, and the external stability keel of shaped steel, keel surface layer are coated with the framework that the muscle net forms an internal construction band cavity, and concrete pouring makes shaped steel and has between the muscle net and combines closely with keel in cavity.After concrete is borrowed and is had muscle net and keel support that the whole coatings of shaped steel are solidified, can increase rigidity, can effectively play antirust and the fireproof function, and by with the concrete steel using amount that can reduce steel work that combines, reduce cost, when post and beam with shaped steel during as the structure of main body, because of making building, the combination that the muscle net is arranged forms a contactless overall structure, can be stressed jointly, improve supporting capacity, and when being used for the inferior relatively carrying of low layer position, can be separately with there being the muscle net to coat the post beam space enclosing structure that keel form the low layer use.
Template is installed to go along with sb. to guard him with keel as body of wall and is installed on beam with ground, laterally connect with cylinder, and adopting has muscle net coating keel again, and in the framework cavity that the formation of muscle net and keel is arranged fluid concrete.When overlapping with dry wall because carrying is little, can adopt the muscle net to coat keel after, form integrative-structure with post and beam overlap joint cast back; Particularly at the connecting portion of body of wall and post beam with keel with there is the muscle net that both are linked into an integrated entity, just the operation of frame construction and retaining wall is united two into one and finishes synchronously, thereby improved the bonding strength between post beam and the body of wall; Perhaps at keel topping laying facing plate, or keel are covered with the muscle net and heat-preservation cotton is installed the post-grouting of aluminium film, and this mode is a multi-layer compound structure, the MULTILAYER COMPOSITE avoid dismantle template net that insulation and finish coat structure are finished synchronously.
Between keel and the keel, between keel and the post beam shaped steel, link to each other with transverse connection at vertical location interval 40-60cm place, be spaced apart 20-30cm between keel and the keel, be connected with transverse reinforcement apart from 50cm up and down between keel and the beam column shaped steel, connect the electric welding mode that adopts, make heavily loaded position and underloading position form an integral hollow, transverse connection can be building round steel, the perhaps less steel of other sectional areas.
Shaped steel adopts H shaped steel or channel-section steel or angle steel, can be single or the many framves combinations of spreading out be arranged side by side.Shaped steel designs as required and adopts different specifications, post be shaped as square or circular or dihedral, select suitable shaped steel for use, also can adopt reinforcing bar to make the shape of hoop at less important heavily loaded position; The rivet welding head is being set with the contact area between increase and the concrete on the bigger shaped steel face of area, improve the fruit power of holding, cylindrical can be solid construction, it also can be the inner hollow structure that is, set the thickness arrangement at the position of ring-type with keel and be in series, be coated with the muscle net at inner ring and outer ring again, the cast back forms macroscopical moulding, can reduce weight, reduce cost.
Keel combinations can be adopted U-steel keel, C shaped steel keel, L shaped steel keel or the H shaped steel keel of colding pressing, and the thickness of keel is 0.8-1.5mm, adopts different sizes according to being set in different position keel.If with the combination of light partition wall, the size of keel and the thickness of wall match, and the width of keel adds that the installation thickness of muscle net adds the thickness that the thickness of the coverage rate of concrete infiltration forms wall; U-steel keel in the double-plate keel are formed H type keel through splicing, and two U-steel keel rabbets are staggered relatively, between connect with transverse sheet or round steel, the distance up and down of transverse sheet or round steel is 30cm.
It is galvanized steel plain sheet through die-cut, expansion stretching global formation that the muscle net is arranged, and comprises parallel muscles and bones and the muscle net that is connected muscles and bones, and the thickness that the muscle net is arranged is 0.3-0.5mm, and the section of muscles and bones is flute profile or U-shaped, and the muscle net comprises cross one another dowel and forms latticed.。The making that the muscle net is arranged is a roll-in expanding and shaping after die-cut, does not have blanking, saves material.
It is strip that the grid that forms between the muscle net muscle net is arranged, and the grid that the muscle net is arranged at grouting position is of a size of 2mm * 10mm-4mm * 15mm, and the grid that the muscle net is arranged at whitewashing position is of a size of 10mm * 15mm-15mm * 25mm.The grouting load bearing wall can use different concrete as required with the light compartment of whitewashing, select the sizing grid of muscle net for use according to concrete parameter, the concrete at general underloading position can be with light materials such as foam cement or flyash, can reduce weight like this, save cost, the muscle net that has herein generally selects for use the size of grid bigger, to satisfy the moving needs of concrete spray seepage flow, the form of construction work of grouting, the form of construction work that the underloading position generally adopts whitewashing to smear slurry are generally adopted in the heavy duty position.
Keel and having between the muscles and bones of muscle net for intersecting vertically, the bottom of U-shaped muscles and bones or grooved muscles and bones engages with keel, leaves the cement layer gap between muscle net and the keel.Muscles and bones and keel modular design are bound or pinning.
The heavy duty position is post or girder construction, and this moment is inner, and shaped steel is outward keel based on shaped steel, and keel are outer for the muscle net is arranged, and post beam shape can be designed to square or circular; Underloading position such as light partition wall with post, when beam is connected, have muscle net integral coating post, beam and light partition wall to be combined to form the cavity structure of an integral body, and fluid concrete are finished global formation in cavity.
When being used for the position of flooring, adopt keel to be horizontally fixed on the beam according to proper spacing, with 90 ° of overlap joints of body of wall keel, laterally connect with reinforcing bar between the lower floor of keel and keel and the position parallel with keel is equipped with muscle net volume Qu Ercheng above reinforcing bar that muscle net tube arranged, have muscle net tube put and keel between form the cavity of band worker type structure, there is the top of muscle net tube laterally to connect with reinforcing bar, reinforcing bar and keel intersect, behind the fluid concrete, in muscle net tube is arranged and between the keel, can form cavity structure, alleviated weight, thereby increased the thickness of flooring, the flooring of thickening because of light body can be with the structure steganography of beam body in flooring thickness, also can bury the floor heating pipeline underground, can also save the expense of furred ceiling finishing like this, can save material, reduce cost, can also play insulation, the effect of sound insulation because of the thickness increase of flooring, adopts the slurry laminated pouring of different weights respectively respectively to the position of the different layer of flooring during cast; When being provided with keel and the muscle net is arranged, the flooring position sets up built-in fitting in inside, the support and connection structure that the support scaffolding of built-in fitting and flooring links and forms adjustable-height and can dismantle, built-in fitting is corresponding with the Support Position of support scaffolding, helicitic texture is arranged at the two ends of built-in fitting, its whole length is greater than two distances that have between the muscle net about the flooring, the end of thread of built-in fitting is extended with outside the muscle net, the end of support scaffolding is provided with adjustable screwed pipe, the screwed pipe end is provided with internal thread and matches with the end of thread of built-in fitting, by rotating adjustable screwed pipe, fixedly the height of flooring and support fixation make flooring keep the plane.
After the post beam is coated with the muscle net fully, be connected with body of wall, at the steel structure framework cavity of different weight bearing areas, the concrete of cast Different Weight when reaching load bearing requirements, alleviates whole weight, reduces cost again.
When arranging keel, can be fixed on the upright position, wall limit of beam, post earlier with angle steel according to the size of post beam and body of wall, to organize keel frame in advance by root double-plate keel or several money face, be fixed in up and down between angle steel, and and cylinder between, laterally wear muscle and connect, spacing is about 50cm.
The stair combination is the length and width of design with H type keel series connection welding, laterally wearing muscle should weld with body of wall, progressively be welded into the stair framework with prefabricated ladder frame, lower floor and side nail have the muscle net promptly to become grouting formula stair framework, H type keel used herein are that two U-steel keel openings are staggered relatively, between be formed by connecting with transverse sheet, the position of transverse sheet is for middle or pasting the side of U-steel keel.
The beneficial effects of the utility model are: keel are coated with the muscle net, it is that fenestral fabric can draining when fluid concrete that the muscle net is arranged, go along with sb. to guard him without timber shuttering or steel mould, save the work of coated die plate and stripping, automatically form compact structure, saved the time, improved efficient, during as the reinforcing bar structure design, because of shaped steel, keel and the interior fluid concrete of cavity that has the muscle anastomose to close formation form an overall structure, can be stressed jointly, effectively distribution pressure improves holding capacity, has stronger shear resistance and ductility, realized the hoop effect, very favourable to antidetonation; Post, inside, heavily loaded position such as beam is formed steel construction, can increase whole rigidity behind the outside fluid concrete, thereby with under the rigidity requirement, can lack than independent steel work steel using amount, can save steel, reduce cost, and steel work can improve fireproof performance because of having coated concrete, the muscle net that has in the concrete outside has powerful effect of contraction to concrete, can avoid the generation in the various cracks of concrete, keel and have the muscle net can realize automatic batch production, can increase work efficiency, can substitute for clay common brick reduce traditional craft operation of laying bricks, the thickness of concrete wall can reduce, thereby enlarged the usage space of building interior, the flyash that can proportioning when cast-in-situ concrete adds 30-50%, and slag building waste, save material, reduce construction costs, for playing effect in energy saving and environmental protection, the environmental protection of heat insulation facing material fit can be installed in that muscle net outside is arranged, multiple layer combination completes synchronously, the outer insulation of wall can reach building energy conservation more than 50%, uses and exempts to tear down and build the dwelling house that building mould is built, because body of wall is thin, the exterior wall axis fixes on the external heat insulating wall inboard simultaneously, therefore can increase usable floor area 8-10 square metre in per 100 square metres building area, can't see beam and column in the room simultaneously, it is spacious and well-lighted that the room seems.
Description of drawings
Fig. 1 is a kind of perspective view of the utility model;
Fig. 2 is the structural representation of a kind of post of the utility model;
Fig. 3 is the structural representation of a kind of post of the utility model;
Fig. 4 is a kind of post wall of the utility model syndeton schematic diagram;
Fig. 5 is the lateral view of the utility model post wall shown in Figure 6 syndeton;
Fig. 6 is the structural representation of a kind of beam of the utility model;
Among the figure: 1, H shaped steel, 2, the U-steel keel, 3, spacing angle steel, 4, transverse connection, 5, base, 6, the muscle net arranged, 7, muscles and bones, 8, the muscle net, 9, the rivet welding head, 11, concrete, 13, H type keel, 14, big angle steel, 15, prick angle steel in advance, 16, little angle steel, 17, horizontal bar, 18, post, 19, wall, 20, special-purpose steel nail.
The specific embodiment
Below by specific embodiment, and in conjunction with the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: a kind of building non-dismantling formwork (referring to accompanying drawing 1 accompanying drawing 2), in ground, be fixed with anchoring bolt, be fixed with base 5 on the anchoring bolt, welded H section steel 1 on the base, be interval with several rivet welding heads 9 (referring to accompanying drawing 6) on the median surface of H shaped steel, the end of rivet welding head is circular, the centre is cylindrical, the diameter of end is greater than the diameter of intermediate cylindrical, on the base according to setting the limited parallactic angle steel 3 of fixed size, spacing angle steel inboard is fixed with U-steel keel 2, between U-steel keel and the H shaped steel for transverse connection 4 location and be connected, the distance up and down of transverse connection is 50cm, the external packets of U-steel keel is covered with one deck muscle net 6, there is the muscle net to comprise muscles and bones 7 and the muscle net 8 that is connected muscles and bones, the thickness that the muscle net is arranged is 0.4mm, the section of muscles and bones is a U-shaped, the muscle net comprises cross one another dowel and forms latticed, it is strip that the grid that forms between the muscle net muscle net is arranged, there is the grid of muscle net to be of a size of 2mm * 10mm, keel are according to vertical layout, the muscle net is arranged according to the muscles and bones horizontal arrangement, muscles and bones and keel are crossed as 90 ° mutually, have the online muscles and bones U-shaped bottom of muscle to engage with keel, and fix by special-purpose steel nail 20 (referring to accompanying drawing 6), there is the muscle net to coat the back and forms a cavity, at keel and cast-in-situ concrete 11 in the cavity between the muscle net is arranged, inner banding pattern steel be post 18 structures, as the design of heavily loaded position.
At the underloading position such as wall 19 (referring to accompanying drawing 4 accompanying drawings 5), draw dowel on the ground, and arrange spacing angle steel according to the thickness of body of wall, H type keel 13 are fixed at 25cm place, horizontal interval, H type keel adopt between two U-steels and connect with transverse sheet, H type keel are arranged between the track of two spacing angle steel formation, and externally coat one deck the muscle net is arranged, the muscles and bones of muscle net is arranged and keel are perpendicular and fix with special-purpose steel nail in the contact site, two parallel thickness when having cavity distance between the muscle net for the body of wall blank, connect with horizontal bar 17 between the horizontal steel of H type keel, the horizontal bar of bottom links to each other with the dowel of drawing from ground, the two ends of horizontal bar link to each other with the shaped steel of the inside of the post of both sides, horizontal bar spacing distance up and down is 50cm, also can adopt horizontal bar to link to each other between keel around the shaped steel and the shaped steel, the cylinder of body of wall two side positions adopts big angle steel 14, and little angle steel 16 is arranged in the fixed-site of corner, be connected with transverse reinforcement between little angle steel and the big angle steel, muscle net 6 has been coated and fixed in the outside of keel, and cast-in-situ concrete in the cavity that has the muscle net to surround, inserts for the underloading body of wall can be selected for use and light foaming concrete, and it is 10mm * 15mm that the MULTILAYER COMPOSITE that body of wall coats has the size of the grid of muscle net.
The cylinder of body of wall also can adopt prefabricated cylinder, adopts fixing formation of three angle steel to prick angle steel 15 in advance, and is connected with the little angle steel of corner with transverse reinforcement.
Embodiment 2: a kind of building non-dismantling formwork (referring to accompanying drawing 3), rod structure as circle, H type keel are set on base, it is hollow toroidal cavity post that H type keel are formed centrally a circle middle part in the base, connects with horizontal bar 17 between the H type keel, and the center line distance between the H type keel is from being 25cm, horizontal bar distance up and down is 50cm, the inner ring of the annular that surrounds is with there being muscle net 6 to coat, and the outer ring is with there being the coating of muscle net, and two fill concrete 11 in the cavity that the muscle net surrounds arranged.
Embodiment 3: a kind of building non-dismantling formwork (referring to accompanying drawing 6), clad as post and beam structure, be fixed with equally distributed H type keel 13 on four faces by H shaped steel, interval 25mm, the median surface of H shaped steel is provided with rivet welding head 9, keel have been coated with muscle net 6, cast-in-situ concrete 11 in the cavity that has the muscle net to form, the side of the outer portion of beam is connected with body of wall, therefore H type spine arrangement herein is at whole body of wall, a Liangqi excess-three side is gone along with sb. to guard him with H type keel and is coated with muscle net 6 at keel, the interior fill concrete 11 of the cavity that has the muscle net to surround.
Above-described embodiment is several preferred version of the present utility model, is not the utility model is done any pro forma restriction, also has other variant and remodeling under the prerequisite that does not exceed the technical scheme that claim puts down in writing.
Claims (10)
1, a kind of building non-dismantling formwork, it is characterized in that template comprises is arranged on the keel that internal placement becomes reservation shape, keel coat muscle net (6) being arranged and forming a light steel frame cavity of one deck muscles and bones structure outward, keel intersect with the muscles and bones that the muscle net is arranged and are fixing by special-purpose steel nail (20), at keel and fluid concrete in the cavity between the muscle net is arranged.
2, building non-dismantling formwork according to claim 1, it is characterized in that member that template is installed is with shaped steel during as the post beam, the external stability keel of shaped steel, the keel surface layer is coated with the framework that the muscle net forms an internal construction band cavity, and concrete pouring makes shaped steel and has between the muscle net and combines closely with keel in cavity.
3, building non-dismantling formwork according to claim 2, it is characterized in that template installs to go along with sb. to guard him with keel as body of wall is installed on beam with ground, laterally connect with cylinder, adopting has the muscle net to coat keel again, and in the framework cavity that the formation of muscle net and keel is arranged fluid concrete.
4, according to claim 1 or 2 or 3 described building non-dismantling formworks, it is characterized in that between keel and the shaped steel, link to each other with transverse connection (4) at vertical location interval 40-60cm place.
5, building non-dismantling formwork according to claim 2 is characterized in that shaped steel adopts H shaped steel (1) or channel-section steel (12) or angle steel (14), can be single or the many postures combinations of spreading out be arranged side by side.
6, according to claim 1 or 2 or 3 described building non-dismantling formworks, it is characterized in that keel can adopt U-steel keel (2), C shaped steel keel (10), L shaped steel keel (2) or H shaped steel keel and combination thereof, the thickness of keel is 0.8-1.5mm, adopts different specifications according to being predefined in different position keel.
7, building non-dismantling formwork according to claim 1, it is characterized in that having the muscle net is that galvanized steel plain sheet is through die-cut, expansion stretching global formation, comprise parallel muscles and bones and the muscle net that is connected muscles and bones, the thickness that the muscle net is arranged is 0.3-0.5mm, the section of muscles and bones is flute profile or U-shaped, and the muscle net comprises cross one another dowel and forms latticed.
8, according to claim 1 or 2 or 3 or 7 described building non-dismantling formworks, it is characterized in that it is strip that the grid that forms between the muscle net muscle net is arranged, the grid that the muscle net is arranged that is used for load-bearing grouting position is of a size of 10mm * 15mm-15mm * 25mm, and the grid that the muscle net is arranged that is used for lightweight whitewashing position is of a size of 2mm * 10mm-4mm * 15mm.
9,, it is characterized in that keel and have between the muscles and bones of muscle net that the bottom of U-shaped muscles and bones or grooved muscles and bones engages with keel, leaves the gap as cement layer between muscle net and the keel for intersecting vertically according to claim 1 or 2 or 3 or 7 described building non-dismantling formworks.
10, according to claim 1 or 2 or 3 or 7 described building non-dismantling formworks, it is characterized in that heavily loaded position is post or girder construction, this moment is inner based on shaped steel, shaped steel is outward keel, keel have the muscle net for the envelope nail outward, can form the empty member in chamber that band is gone along with sb. to guard him, have the muscle net to surround square or circular arc, pouring concrete is one-body molded in the cavity that the muscle net is arranged; When using with light compartment, with dry wall, hollow wall with post, when beam is connected, have muscle net cavity coating post, beam to be combined to form the cavity body that an integral body is connected, and fluid concrete is combined into overall structure with post, beam, body of wall, flooring after cast-in-place in cavity with light partition wall; When being provided with keel and the muscle net is arranged, the flooring position sets up built-in fitting, the support and connection structure that the support scaffolding of built-in fitting and flooring links and forms adjustable-height and can dismantle in inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202100269U CN201347582Y (en) | 2008-06-30 | 2008-10-20 | Building dismantling-free formwork |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200820120727.3 | 2008-06-30 | ||
| CN200820120727 | 2008-06-30 | ||
| CNU2008202100269U CN201347582Y (en) | 2008-06-30 | 2008-10-20 | Building dismantling-free formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201347582Y true CN201347582Y (en) | 2009-11-18 |
Family
ID=41367054
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008202100269U Expired - Fee Related CN201347582Y (en) | 2008-06-30 | 2008-10-20 | Building dismantling-free formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201347582Y (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN102605902A (en) * | 2011-04-15 | 2012-07-25 | 曾庆胜 | Penetrating rib and clamping hook combined steel mesh template and application method |
| CN102852224A (en) * | 2012-09-28 | 2013-01-02 | 朱宏宇 | Distributed steel tool set, combination framework, cast-in-situ concrete structure and construction method of cast-in-situ concrete structure |
| CN103291065A (en) * | 2013-06-05 | 2013-09-11 | 盐城工学院 | Prefabricated concrete supporting device and lifting and positioning method |
| CN103452187A (en) * | 2013-09-30 | 2013-12-18 | 烟台金田科技有限公司 | Steel structure concrete internal-external thermal insulation integration module house |
| CN103510649A (en) * | 2013-09-24 | 2014-01-15 | 东南大学 | Prefabricated assembled light steel fire-proof composite floor structure |
| CN105317137A (en) * | 2015-10-14 | 2016-02-10 | 史世英 | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard |
| CN108756026A (en) * | 2018-08-03 | 2018-11-06 | 安禹 | The method that steel building enclosure device and steel construction wall are gone along with sb. to guard him |
| CN109016071A (en) * | 2018-08-08 | 2018-12-18 | 吴勇 | A kind of production method and its assemble method of construction wall |
| CN110439128A (en) * | 2019-08-12 | 2019-11-12 | 仇国辉 | Steel building exempts from demoulding pour concrete package structure girder steel antirust construction technique using girder steel |
| CN111315941A (en) * | 2017-09-12 | 2020-06-19 | 艾维拉尔私人有限公司 | Building construction method |
| RU2772855C1 (en) * | 2021-02-25 | 2022-05-26 | Общество с ограниченной ответственностью "АРФА" | System for facing with the possibility of installing built-in lighting and profile for the system |
-
2008
- 2008-10-20 CN CNU2008202100269U patent/CN201347582Y/en not_active Expired - Fee Related
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN102127930B (en) * | 2010-07-19 | 2012-10-17 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN102605902A (en) * | 2011-04-15 | 2012-07-25 | 曾庆胜 | Penetrating rib and clamping hook combined steel mesh template and application method |
| CN102852224A (en) * | 2012-09-28 | 2013-01-02 | 朱宏宇 | Distributed steel tool set, combination framework, cast-in-situ concrete structure and construction method of cast-in-situ concrete structure |
| CN103291065B (en) * | 2013-06-05 | 2015-12-09 | 盐城工学院 | A kind of assembly concrete bracing or strutting arrangement and lifting localization method |
| CN103291065A (en) * | 2013-06-05 | 2013-09-11 | 盐城工学院 | Prefabricated concrete supporting device and lifting and positioning method |
| CN103510649A (en) * | 2013-09-24 | 2014-01-15 | 东南大学 | Prefabricated assembled light steel fire-proof composite floor structure |
| CN103510649B (en) * | 2013-09-24 | 2015-07-29 | 东南大学 | The light steel fire-proof composite floor structure of a kind of prefabrication and assembly construction |
| CN103452187A (en) * | 2013-09-30 | 2013-12-18 | 烟台金田科技有限公司 | Steel structure concrete internal-external thermal insulation integration module house |
| CN105317137B (en) * | 2015-10-14 | 2019-04-16 | 史世英 | Precast wall body, wallboard and its construction method and prefabricated panel production method |
| CN105317137A (en) * | 2015-10-14 | 2016-02-10 | 史世英 | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard |
| CN111315941A (en) * | 2017-09-12 | 2020-06-19 | 艾维拉尔私人有限公司 | Building construction method |
| CN111315941B (en) * | 2017-09-12 | 2021-10-22 | 艾维拉尔私人有限公司 | Building construction method |
| CN108756026A (en) * | 2018-08-03 | 2018-11-06 | 安禹 | The method that steel building enclosure device and steel construction wall are gone along with sb. to guard him |
| CN108756026B (en) * | 2018-08-03 | 2024-02-06 | 安禹 | Steel structure building enclosure device and steel structure wall enclosure method |
| CN109016071A (en) * | 2018-08-08 | 2018-12-18 | 吴勇 | A kind of production method and its assemble method of construction wall |
| CN110439128A (en) * | 2019-08-12 | 2019-11-12 | 仇国辉 | Steel building exempts from demoulding pour concrete package structure girder steel antirust construction technique using girder steel |
| RU2772855C1 (en) * | 2021-02-25 | 2022-05-26 | Общество с ограниченной ответственностью "АРФА" | System for facing with the possibility of installing built-in lighting and profile for the system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201347582Y (en) | Building dismantling-free formwork | |
| CN105544873B (en) | A kind of construction method of the hollow roofing of waveform | |
| CN203514570U (en) | Square bar keel partition wall | |
| CN206428968U (en) | A kind of steel bar girder formula is without supporting template system | |
| CN207194323U (en) | A kind of enhancing cementitious composite prefabricated thermal insulation roof boarding with steel wire net rack | |
| CN205976215U (en) | Compound box roof beam of assembled concrete | |
| CN110670748A (en) | Steel wire framework heat-insulation prefabricated slab, assembled composite floor slab and preparation method thereof | |
| KR20050054407A (en) | Steel concrete structure using angle shapes | |
| CN107130718A (en) | A kind of assembled steel skeleton light floor slab | |
| US7700024B1 (en) | Corrugated concrete wall panel form and method of construction thereof | |
| CN205444514U (en) | Bearing light insulation intergral template | |
| CN208650387U (en) | A kind of Prefabricated heat-insulation wall plate | |
| CN100458051C (en) | Combined reinforced concrete hollow floorslab | |
| CN218597469U (en) | Full-prefabricated integrated reverse-beating face brick reinforced concrete floor | |
| CN219952395U (en) | Structure construction integrated prefabricated building structure system | |
| CN100577951C (en) | Combined reinforced bar concrete hollow floor slab | |
| CN100363569C (en) | Combined reinforced concrete hollow floorslab | |
| CN100424294C (en) | Shuttering member | |
| CN1851173B (en) | Cast-in-place concrete hollow plate | |
| CN1807797B (en) | Shuttering member | |
| CN100400771C (en) | Shuttering member | |
| CN100449083C (en) | Shuttering member | |
| CN100400772C (en) | Shuttering member | |
| CN111456467A (en) | Construction method for quick construction system galvanized connection structure of masonry infilled wall | |
| CN100400773C (en) | Shuttering member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091118 Termination date: 20151020 |
|
| EXPY | Termination of patent right or utility model |