CN208267366U - A kind of Quick Release formwork structure for dense-rib floor shaping - Google Patents

A kind of Quick Release formwork structure for dense-rib floor shaping Download PDF

Info

Publication number
CN208267366U
CN208267366U CN201820856717.XU CN201820856717U CN208267366U CN 208267366 U CN208267366 U CN 208267366U CN 201820856717 U CN201820856717 U CN 201820856717U CN 208267366 U CN208267366 U CN 208267366U
Authority
CN
China
Prior art keywords
plate
quick release
formwork structure
corner connector
dense
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.)
Active
Application number
CN201820856717.XU
Other languages
Chinese (zh)
Inventor
谢方杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xie Chajun
Original Assignee
Xie Chajun
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xie Chajun filed Critical Xie Chajun
Priority to CN201820856717.XU priority Critical patent/CN208267366U/en
Application granted granted Critical
Publication of CN208267366U publication Critical patent/CN208267366U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses a kind of Quick Release formwork structures for dense-rib floor shaping, Quick Release formwork structure is for being filled in the rib cavity space of close rib building roof, Quick Release formwork structure includes side frame and the top cover that is arranged at the top of side frame, side frame surrounds a rectangular frame by four sidewall panelings, four angles of rectangular frame are respectively equipped with corner connector, adjacent two side walls plate is connected by corner connector, it is detachably connected between corner connector and sidewall paneling, top cover is combined into the rectangular slab with centre bore by the top walls panels of four triangles, central hole is equipped with supporting element, four top walls panels are linked together and supported by supporting element.The utility model has the advantage that total using modularization compared with prior art, and combination forming, piecemeal is removed, and is preferably minimized dismounting difficulty after molding, and can on-site assembly, be really achieved quick, reliable, safe and efficient purpose.

Description

A kind of Quick Release formwork structure for dense-rib floor shaping
Technical field
The utility model relates to building template technical field more particularly to a kind of Quick Release for dense-rib floor shaping Formwork structure.
Background technique
Close rib building roof (hollow floor system) is recently and the forming panel in forming process using commonplace building structure It is its key problem in technology.If formed using conventional template, since its molding cavity is narrow, template is difficult to remove substantially.It is initially big Built-in Disposable artifact is mostly used, to clog ribbed cavity;Or change girt strip sectional form, fixing rib chamber size, using can The whole formwork of disassembly forms.On-board components are very different, are not easy to find the problem after molding, and close rib construction size is not easily-controllable , usually there is quality and environmental problem in system.Certainly there are also cost problems, if using built in Reliable Products, nonrecurring cost ratio It is higher.External dismountable formwork technology, can effectively solve the above problems, but in order to form and remove conveniently, for close The construction of rib structure proposes requirement: close rib section is changed to inverted trapezoidal, and requires rib height, rib spacing using uniform sizes.It is mixed Xtah Crude Clay structure is more intuitive to be illustrated, and is conducive to structure operation and maintenance, formwork production and transport cost larger can reduce.But this mould Shell size is fixed, and design column net will fix modulus by it and determine;Plastic form must be finished dismounting simultaneously, and dismounting difficulty is larger, It makes troubles for construction.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of for the fast of dense-rib floor shaping Demoulding shell structure.
The utility model is achieved through the following technical solutions:
A kind of Quick Release formwork structure for dense-rib floor shaping, the Quick Release formwork structure is for being filled in close rib building roof Rib cavity space in, the Quick Release formwork structure includes side frame and the top cover that is arranged at the top of side frame, the side frame by Four sidewall panelings surround a rectangular frame, and four angles of rectangular frame are respectively equipped with corner connector, pass through corner connector Adjacent two side walls plate is connected, is detachably connected between the corner connector and sidewall paneling, the top cover is by four three Angular top walls panels are combined into the rectangular slab with centre bore, and the central hole is equipped with supporting element, by supporting element by four Top walls panels link together and support.
The corner connector includes that cross section is L-shaped outside link plate, and the vertex of L-shaped outside link plate is designed as justifying Arc transition, the outside link plate inside are equipped with the arc-shaped interior securing plate in cross section, and the both ends of the interior securing plate overlap respectively On the inside of two sides of the outside link plate, a cavity, the outer connection are surrounded between the interior securing plate and outside link plate Two sides of plate are just covered on adjacent two side walls plate lateral surface, and by retaining mechanism by corner connector and Adjacent two side walls plate is locked together.
The retaining mechanism includes pin, pressure plate, locking nut, and the pressure plate is sleeved on pin, the pin Front end is equipped with the bolt head that can tangle interior securing plate, and the pin back segment is equipped with one section of external screw thread, the locking nut with Pin back segment is threadedly coupled, and the inside of corresponding corner connector is arranged in entire retaining mechanism, and the pin front end passes through described The interior securing plate is tangled by bolt head after through-hole in interior securing plate, and screws locking nut, is pressed on compression board ends On adjacent two side walls plate medial surface, so that corner connector and adjacent two side walls plate are firmly locked together.
The supporting element includes top board and lower roof plate, and the top board bottom end is equipped with stud, and the lower roof plate bottom end is set There is support rod, and the lower roof plate center is equipped with threaded hole, the stud of the top board is threadedly coupled with the threaded hole of lower roof plate, And top board and lower roof plate are pressed on the two sides up and down of four top walls panels respectively.
The support rod is a telescopic rod.
Perforation is had on the sidewall paneling and top walls panels, is sequentially passed through on sidewall paneling and top walls panels by connecting band It is tied after perforation, so that the sidewall paneling and corresponding top walls panels be linked together.
The utility model has the advantage that compared with prior art
1, a kind of Quick Release formwork structure for dense-rib floor shaping provided by the utility model, side frame is by four sides Siding and four corners connector are constituted, and top cover is spliced by the top walls panels of four triangles, and pass through supporting element for four A top walls panels link together and support, and total uses modularization, combination forming, and piecemeal is removed, made after molding Remove difficulty be preferably minimized, and can on-site assembly, be really achieved quick, reliable, safe and efficient purpose.
2, a kind of Quick Release formwork structure for dense-rib floor shaping provided by the utility model, has revert to most basic Template type, do not need modification specification, standard, without change construction technology, do not generate any material and leave, without safety collar Guarantor's problem, not influencing the later period uses and repairs.
3, a kind of Quick Release formwork structure for dense-rib floor shaping provided by the utility model, between four sidewall panelings It is linked together, and is locked by retaining mechanism, smart structural design by the four corners connector of special construction, existed Following three advantage: one, can make four pieces of sidewall panelings quickly and effectively link together, and bear all lotuses of concreting It carries;Two, after concrete formation, entire side frame is not bitten by concrete, enables falling off for side frame highly effective and safe;Three, angle Portion's connector itself also can be removed very easily.
4, a kind of Quick Release formwork structure for dense-rib floor shaping provided by the utility model, for its cap structure, Whole plate is divided into four pieces of set squares by diagonal line, every piece of set square is formed concrete and bites on one side, difficult there is no removing;It keeps away If having exempted from the problem of four side of integral slab can all be formed concrete undercut, cannot effectively remove.
5, a kind of Quick Release formwork structure for dense-rib floor shaping provided by the utility model, the supporting element of setting Effect are as follows: one, support top cover, it is ensured that top cover is reliable, safe;Two, it is both the tie point of four pieces of top walls panels, and adding when dismounting Force;In addition, support rod uses Telescopic rod structure, arbitrary height can be suitably used for.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model.
Fig. 2 is the explosive view of the utility model.
Fig. 3 is the corner connector of the utility model and the cross-section diagram that sidewall paneling is connect.
Figure label: 1 sidewall paneling, 2 corner connectors, 21 outside link plates, securing plate in 22,3 top walls panels, 4 locking nuts, 5 pins, 6 supporting elements, 61 top boards, 62 lower roof plates, 63 studs, 64 support rods, 7 connecting bands, 8 pressure plates.
Specific embodiment
It elaborates below to the embodiments of the present invention, the present embodiment before being with technical solutions of the utility model It puts and is implemented, the detailed implementation method and specific operation process are given, but the protection scope of the utility model is unlimited In following embodiments.
Referring to Fig. 1 to Fig. 3, present embodiment discloses a kind of Quick Release formwork structure for dense-rib floor shaping, the Quick Release For being filled in the rib cavity space of close rib building roof, Quick Release formwork structure includes side frame and is arranged on side frame top formwork structure The top cover in portion, side frame surround a rectangular frame by four sidewall panelings 1, and four angles of rectangular frame are respectively equipped with corner connection Part 2 is connected adjacent two side walls plate 1 by corner connector 2, detachably connected between corner connector 2 and sidewall paneling 1 It connects, corner connector 2 includes that cross section is L-shaped outside link plate 21, and the vertex of L-shaped outside link plate 21 is designed as circular arc mistake It crosses, the arc-shaped interior securing plate 22 in cross section is equipped on the inside of outside link plate 21, the both ends of interior securing plate 22 are overlapped on outer company respectively On the inside of two sides of fishplate bar 21, a cavity, two sides of outside link plate 21 are surrounded between interior securing plate 22 and outside link plate 21 It is just covered on adjacent 1 lateral surface of two side walls plate, and passes through a retaining mechanism for corner connector 2 and adjacent two A sidewall paneling 1 is locked together.Retaining mechanism includes pin 5, pressure plate 8, locking nut 4, and pressure plate 8 is sleeved on pin 5, 5 front end of pin is equipped with the bolt head that can tangle interior securing plate 22, and 5 back segment of pin is equipped with one section of external screw thread, locking nut 4 with 5 back segment of pin is threadedly coupled, and the inside of corresponding corner connector 2 is arranged in entire retaining mechanism, and 5 front end of pin passes through interior reinforcing Interior securing plate 22 is tangled by bolt head after through-hole on plate 22, and screws locking nut 4, is pressed on 8 both ends of pressure plate adjacent 1 medial surface of two side walls plate on, so that corner connector 2 and adjacent two side walls plate 1 are firmly locked together.
Top cover is combined into the rectangular slab with centre bore by the top walls panels 3 of four triangles, and central hole is equipped with supporting element 6, four top walls panels 3 are linked together and supported by supporting element 6.Supporting element 6 includes top board 61 and lower roof plate 62, 61 bottom end of top board is equipped with stud 63, and 62 bottom end of lower roof plate is equipped with support rod 64, and support rod 64 is a telescopic rod, telescopic rod Structure may be designed as the stretching structure similar to umbrella handle, and being also possible to other any may be implemented flexible structure.And lower roof plate 62 centers are equipped with threaded hole, and the stud 63 of top board 61 is threadedly coupled with the threaded hole of lower roof plate 62, and top board 61 and lower top Plate 62 is pressed on the two sides up and down of four top walls panels 3 respectively.
Perforation is had in sidewall paneling 1 and top walls panels 3, is sequentially passed through on sidewall paneling 1 and top walls panels 3 by connecting band 7 Perforation after be tied, so that sidewall paneling 1 and corresponding top walls panels 3 be linked together.
When construction, multiple Quick Release formwork structures are fixed on a large form of bottom, can be wire-tie, pouring concrete Carry out the construction of close rib building roof.There is Quick Release formwork structure provided in this embodiment enough strength and stiffness receiving concrete to pour The load built, it is ensured that concrete structure molding is reliable.After concrete formation to age, the large form for removing bottom, Ji Kejin Row this Quick Release formwork structure dismounting, specific demolishing process are as follows: first release pin 5 on locking nut 4, and by pin 5 from Corner connector 2 is released, and four sidewall panelings 1 can be removed very easily, and the dismounting of corner connector 2 is needed by crowbar, By in the cavity of crowbar insertion corner connector 2, corner connector 2 can be removed by agitating crowbar.Then rotary supporting rod 64, So that top board 61 and lower roof plate 62 separate, support rod 64 is pulled down, four sidewall panelings 1 for forming top cover will fall off.
The above is only the preferred embodiments of the present utility model only, is not intended to limit the utility model, all practical at this Made any modifications, equivalent replacements, and improvements etc., should be included in the guarantor of the utility model within novel spirit and principle Within the scope of shield.

Claims (6)

1. a kind of Quick Release formwork structure for dense-rib floor shaping, the Quick Release formwork structure is for being filled in close rib building roof In rib cavity space, it is characterised in that: the Quick Release formwork structure includes side frame and the top cover that is arranged at the top of side frame, described Side frame surrounds a rectangular frame by four sidewall panelings, and four angles of rectangular frame are respectively equipped with corner connector, pass through angle Portion's connector connects adjacent two side walls plate, is detachably connected between the corner connector and sidewall paneling, the top cover It is combined into the rectangular slab with centre bore by the top walls panels of four triangles, the central hole is equipped with supporting element, passes through support Four top walls panels are linked together and are supported by part.
2. a kind of Quick Release formwork structure for dense-rib floor shaping as described in claim 1, it is characterised in that: the corner Connector includes that cross section is L-shaped outside link plate, and the vertex of L-shaped outside link plate is designed as arc transition, the outer company The arc-shaped interior securing plate in cross section is equipped on the inside of fishplate bar, the both ends of the interior securing plate are overlapped on the outside link plate respectively On the inside of two sides, a cavity is surrounded between the interior securing plate and outside link plate, two sides of the outside link plate are just pasted It overlays on adjacent two side walls plate lateral surface, and passes through a retaining mechanism for corner connector and adjacent two side walls plate It is locked together.
3. a kind of Quick Release formwork structure for dense-rib floor shaping as claimed in claim 2, it is characterised in that: the locking Mechanism includes pin, pressure plate, locking nut, and the pressure plate is sleeved on pin, and the pin front end is equipped with one can The bolt head of interior securing plate is tangled, the pin back segment is equipped with one section of external screw thread, and the locking nut is threadedly coupled with pin back segment, The inside of corresponding corner connector is arranged in entire retaining mechanism, after the pin front end passes through the through-hole in the interior securing plate The interior securing plate is tangled by bolt head, and screws locking nut, is pressed on compression board ends in adjacent two side walls plate On side, so that corner connector and adjacent two side walls plate are firmly locked together.
4. a kind of Quick Release formwork structure for dense-rib floor shaping as described in claim 1, it is characterised in that: the support Part includes top board and lower roof plate, and the top board bottom end is equipped with stud, and the lower roof plate bottom end is equipped with support rod, and it is described under Roof center is equipped with threaded hole, and the stud of the top board is threadedly coupled with the threaded hole of lower roof plate, and top board and lower roof plate It is pressed on the two sides up and down of four top walls panels respectively.
5. a kind of Quick Release formwork structure for dense-rib floor shaping as claimed in claim 4, it is characterised in that: the support Bar is a telescopic rod.
6. a kind of Quick Release formwork structure for dense-rib floor shaping as described in claim 1, it is characterised in that: the side wall Perforation is had on plate and top walls panels, is tied after sequentially passing through the perforation on sidewall paneling and top walls panels by connecting band, To which the sidewall paneling and corresponding top walls panels be linked together.
CN201820856717.XU 2018-06-01 2018-06-01 A kind of Quick Release formwork structure for dense-rib floor shaping Active CN208267366U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820856717.XU CN208267366U (en) 2018-06-01 2018-06-01 A kind of Quick Release formwork structure for dense-rib floor shaping

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820856717.XU CN208267366U (en) 2018-06-01 2018-06-01 A kind of Quick Release formwork structure for dense-rib floor shaping

Publications (1)

Publication Number Publication Date
CN208267366U true CN208267366U (en) 2018-12-21

Family

ID=64688243

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820856717.XU Active CN208267366U (en) 2018-06-01 2018-06-01 A kind of Quick Release formwork structure for dense-rib floor shaping

Country Status (1)

Country Link
CN (1) CN208267366U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110375288A (en) * 2019-07-31 2019-10-25 上海锅炉厂有限公司 Manage the corner part connection structure of recessed arrangement within the walls
CN110984691A (en) * 2019-12-30 2020-04-10 重庆长赛新材料科技有限公司 Construction method of enclosure upright post
CN110984693A (en) * 2019-12-30 2020-04-10 重庆长赛新材料科技有限公司 Method for keeping alignment of upright post panels of enclosing wall during pouring

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110375288A (en) * 2019-07-31 2019-10-25 上海锅炉厂有限公司 Manage the corner part connection structure of recessed arrangement within the walls
CN110375288B (en) * 2019-07-31 2024-05-03 上海锅炉厂有限公司 Corner connecting structure for concave arrangement of pipe wall
CN110984691A (en) * 2019-12-30 2020-04-10 重庆长赛新材料科技有限公司 Construction method of enclosure upright post
CN110984693A (en) * 2019-12-30 2020-04-10 重庆长赛新材料科技有限公司 Method for keeping alignment of upright post panels of enclosing wall during pouring
CN110984693B (en) * 2019-12-30 2021-06-08 重庆长赛新材料科技有限公司 Method for keeping alignment of upright post panels of enclosing wall during pouring
CN110984691B (en) * 2019-12-30 2021-09-28 重庆长赛新材料科技有限公司 Construction method of enclosure upright post

Similar Documents

Publication Publication Date Title
CN208267366U (en) A kind of Quick Release formwork structure for dense-rib floor shaping
CN102587647B (en) Early-removal formwork system for concreting of constructions comprising beams, plates and columns
CN203712840U (en) Small box girder concrete pouring mold
CN109763641A (en) A kind of modular member and assembling method of building template
CN109441098A (en) A kind of early-dismantling formwork system and its construction method
CN208039827U (en) Building templates fixing device
CN107558495A (en) Underground pipe gallery template
CN203247856U (en) Short column inserted bar position fixing device for large-size bearing platform construction
CN106012859A (en) Double-deflection hollow plate beam internal mould and bidirectional rigid locking support structure
CN209195065U (en) A kind of construction new type formwork holder device
CN202380723U (en) Plastic exposed-corner molding board for building
CN214144682U (en) Early structure of tearing open of floor template and building frame template structure
CN210458963U (en) Light formwork without tie rod for bridge capping beam
CN218091994U (en) General type shear force wall reinforcing apparatus of aluminium mould wooden matrix
CN106760504A (en) A kind of build concrete column pours mould
CN202937003U (en) Aluminium alloy easy-dismounting formwork for buildings
CN208220183U (en) A kind of plastic-aluminum combination construction template system
CN102191858A (en) Pillar template for building
CN210477299U (en) Window frame pre-buried mould for prefabricated part
CN206707274U (en) A kind of cross beam mould shape steel form
CN201225001Y (en) Composite die for casting building frame
CN206000154U (en) A kind of building pours uses template
CN221095821U (en) Superimposed sheet support frame of easy to assemble dismantlement
CN208294066U (en) A kind of easy-to-dismount template that balances
CN210164244U (en) Vertical concrete structure scalable shaped steel owner stupefied template reinforcing apparatus

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant