CN201162344Y - Wide surface combination steel form plate - Google Patents

Wide surface combination steel form plate Download PDF

Info

Publication number
CN201162344Y
CN201162344Y CNU2008203003321U CN200820300332U CN201162344Y CN 201162344 Y CN201162344 Y CN 201162344Y CN U2008203003321 U CNU2008203003321 U CN U2008203003321U CN 200820300332 U CN200820300332 U CN 200820300332U CN 201162344 Y CN201162344 Y CN 201162344Y
Authority
CN
China
Prior art keywords
panel
combined steel
steel formwork
wide
wide combined
Prior art date
Application number
CNU2008203003321U
Other languages
Chinese (zh)
Inventor
吴文明
Original Assignee
成都市将军碑建筑模板有限公司
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 成都市将军碑建筑模板有限公司 filed Critical 成都市将军碑建筑模板有限公司
Priority to CNU2008203003321U priority Critical patent/CN201162344Y/en
Application granted granted Critical
Publication of CN201162344Y publication Critical patent/CN201162344Y/en

Links

Abstract

The utility model discloses a wide-surfaced combined steel template used during building construction, which can conveniently control the thickness of a wall slab. The wide combined steel template comprises panels and frames arranged on the circumferences of the panels; wherein, a plurality of connecting holes are intervallically arranged on each frame; opposite-pulling devices are respectively arranged on the opposite panels. The opposite-pulling devices respectively arranged on the opposite panels can conveniently realize the opposite pulling between the opposite templates in order to control the building wall slab to a required size and enhance the whole strength of the templates. The wide combined steel template of the utility model, which has the advantages of good economical efficiency, wide panel surface, high strength, less seams, simple structure, convenient assembly and low cost, can be exchanged with an ordinary small-surfaced template and is widely applicable to various building industries.

Description

Wide combined steel formwork

Technical field

The utility model relate to a kind of when building operations employed template, particularly relate to a kind of wide combined steel formwork that is suitable for highrise building, power station and each large-area construction scene.

Background technology

The template facility that in building operations, is absolutely necessary.Can form wallboard by the separate space that concrete is poured between the relative two side template plate faces, the thickness of wallboard is by the spacing decision of template.Because it is little that combined steel formwork has a unit, assembly unit is flexible, highly versatile and in light weight, and therefore advantage such as price is low is used the most general.Existing combined steel formwork mainly is made of panel and frame, and frame surrounds a frame structure along the periphery of panel, and offers some connecting holes on frame.Template is when assembling, the one side that the adjacent forms frame is relative is close to, the concordant back of plate face is passed connecting hole set on the steel form frame respectively with universal standard type connector, and with connector two frames is clamped, thereby with the adjacent forms bigger template of formation plate face that is stitched together.

Along with the fast development of social market economy and the raising of technology, each building trade is by original low-rise building fast development middle and high layer building up till now, its plate face is little, piece is many and existing combined steel formwork is because the restriction of self structure intensity causes, and must prop up lining by a large amount of scaffold tubes frame and back cords; In addition, unmatchful pull-up structure on the existing combined steel formwork panel, promptly be used to connect relative two side templates with the control wallboard thickness and bear the bracing means of concrete lateral pressure, thereby must cause a large amount of gap joints by between the piece of adjacent forms, adding the boring of pulling-on piece formula when therefore constructing, increase the workload in later stage.The way of combined steel formwork has appearred replacing with the bamboo offset plate for above-mentioned reasons.Though bamboo offset plate plate face width, weak strength more needs powerful scaffold tubes frame and back cord, chock to prop up lining, and be not durable, the total cost height, must a large amount of bamboo wood of felling and destroy ecological, waste wood slag and be difficult for handling, cause than serious environmental and pollute.

The utility model content

Technical problem to be solved in the utility model is: a kind of wide combined steel formwork being convenient to control wallboard thickness is provided.

Solving the problems of the technologies described above employed technical scheme is: wide combined steel formwork, and comprise panel and be arranged on the frame of panel periphery, spaced apartly on the frame be provided with some connecting holes, wherein be respectively arranged with drawing device on the panel of both sides relatively.

Further be, to drawing device adopt respectively on the panel of both sides relatively corresponding offer some to pulling eye, corresponding on the panel of both sides relatively to being installed with pull bar on the pulling eye.

Further be, panel is provided with and to the corresponding nut in the position of pulling eye, nut cooperates with bolt thread, and the termination of bolt is with suitable to the shape size of pulling eye.

Further be, the lateral surface of panel is provided with journal stirrup with holes, and the pore size and the bolt of journal stirrup with holes are suitable.

Further be that nut is welded on the lateral surface of panel.

Further be that some vertical ribs have been horizontally arranged at interval on the lateral surface of panel.

Further be that vertical rib adopts section steel manufacture.

Further be that vertical rib is welded on the panel.

Further be that longitudinal separation is provided with some cross ribs on the lateral surface of panel.

As the preferred version of technique scheme, plate thickness is 2.0~4.0mm, and width is 600~1500mm, and length is 600~2100mm; Seal ring thickness is 2.5~5.0mm, highly is 50~80mm.

The beneficial effects of the utility model are: on the panel of relative both sides, be provided with respectively between the template that can realize relative both sides to drawing device easily to drawing, thereby the control building wall board is to requiring size, and enhancement mode slab integral intensity; On panel, be provided with to the corresponding nut in the position of pulling eye, nut cooperates with bolt thread, the termination of bolt is with suitable to the shape size of pulling eye, therefore when not using pull bar, bolt can be screwed in nut, bolt can be with to the pulling eye shutoff, guarantee the closure of panel, and strengthen the intensity of panel; Vertical rib adopts shaped steel, as the square shaped steel or the shaped steel such as V-type, U type, L type, I type or M type of hollow, has improved the enabling capabilities of vertical rib, thereby strengthened the intensity of panel, and can increase the length and the width of panel, the splicing quantity when reducing template thus and using is raised the efficiency.Wide combined steel formwork of the utility model has excellent economy, and plate face width, intensity height, piece are few, and simple in structure, assembly unit convenient, cost is low, can with the little face die plate of plain edition usefulness mutually, be suitable for being extensive use of of each building trade.

Description of drawings

Fig. 1 is the perspective view of wide combined steel formwork of the utility model.

Fig. 2 be among Fig. 1 A-A to partial sectional view.

Fig. 3 is the vertical view of wide combined steel formwork of the utility model.

Fig. 4 is the left view of Fig. 3.

Fig. 5 be among Fig. 3 B-B to sectional view.

When being in user mode for wide combined steel formwork of the utility model, Fig. 6 carries out structural representation between the template of relative both sides to drawing.

Be labeled as among the figure: cross rib 1, vertical rib 2, frame 3, panel 4, bolt 5, nut 6, journal stirrup 7 with holes, to pulling eye 8, connecting hole 9, pull bar 10.

The specific embodiment

Below in conjunction with drawings and Examples the utility model is further described.

As Fig. 1~wide combined steel formwork shown in Figure 6, comprise panel 4 and frame 3, spaced apartly on frame 3 be provided with some connecting holes 9, on the panel 4 of both sides relatively, be respectively arranged with drawing device.As Fig. 6, the relative thickness of wallboard at interval between the panel 4 of both sides, after being provided with, can realize easily drawing device between the template of relative both sides to drawing, thereby the control building wall board is to requiring size, and enhancement mode slab integral intensity.Wherein, to drawing device can adopt respectively on the panel 4 of both sides relatively corresponding offer some to pulling eye 8, corresponding on the panel 4 of both sides relatively to being installed with pull bar 10 in the pulling eye 8.On panel 4, offer some to pulling eye 8, thereby and use pull bar 10 to penetrate in the pulling eye 8 template of relative both sides being coupled together.Screw thread has been attacked at the two ends of pull bar 10, when pull bar 10 after pulling eye 8 is passed the template of relative both sides, the nut of screwing at the both ends of pull bar 10 again realizes pull bar 10 is held respectively the template of relative both sides thereby nut limits the outside motion of template.

In addition, can on panel 4, be provided with to the corresponding nut 6 in the position of pulling eye 8, nut 6 and bolt 5 threaded engagement, the termination of bolt 5 is with suitable to the shape size of pulling eye 8.Like this, the screw of nut 6 with pulling eye 8 is linked to be before and after the vestibule that connects because nut 6 and bolt 5 threaded engagement, when not using pull bar 10, can make panel 4 form the atresia planes with to pulling eye 8 shutoff after will bolt 5 screwing in nuts 6, guarantee the intensity of panel 4.Bolt 5 uses respectively with pull bar 10: when needs carry out relative both sides template when drawing, pull bar 10 is through in the pulling eye 8; Adjust the quantity of pull bar 10 and the position of setting according to the thickness of wallboard, when partly pulling eye 8 not being used, be through bolt 5 to pulling eye 8 like this in its shutoff.For convenience, firm nut 6 is arranged on the panel 4, preferably directly nut 6 is welded on the lateral surface of panel 4.

For the ease of taking of bolt 5, the lateral surface of panel 4 is provided with journal stirrup 7 with holes, and the pore size of journal stirrup 7 with holes and bolt 5 are suitable.Like this, after screwing off, bolt 5 is inserted into again in the hole of journal stirrup 7 with holes in case drop.

For bulk strength and the rigidity that strengthens template, some vertical ribs 2 have been horizontally arranged at interval on the lateral surface of panel 4.After vertical rib 2 is set the non-deformability of template is greatly strengthened, improve its durability.Because the raising of template strength, the flatness of panel 4 is better, can reduce the use of scaffold and back cord at the construction field (site) in a large number, can save a large amount of man power and materials, thereby further reduce cost.Vertical rib 2 preferably adopts shaped steel, square shaped steel or shaped steel such as V-type, U type, L type, I type or M type as hollow, can further improve the structural strength of vertical rib 2 itself like this, strengthen the enabling capabilities of vertical rib 2, can increase the length and the width of panel 4 thus, splicing quantity when reducing the template use is raised the efficiency.Vertical rib 2 preferably is welded on the panel 4, both be convenient to processing, and intensity can be guaranteed.

In addition, longitudinal separation is provided with some cross ribs 1 on the lateral surface of panel 4.Cross rib 1 and vertical rib 2 be crisscross to be arranged on the lateral surface of panel 4, and the bulk strength of template and rigidity are further improved.

Embodiment

Wide combined steel formwork comprises panel 4 and frame 3, and frame 3 surrounds a frame structure along the periphery of panel 4, evenly is arranged at intervals with some connecting holes 9 on the frame 3.The lateral separation is welded with some vertical ribs 2 on the lateral surface of panel 4, and longitudinal separation is provided with some cross ribs 1 on the lateral surface of panel 4.Panel 4 thickness are 2.0~4.0mm, and width is 600~1500mm, and length is 600~2100mm; Frame 3 thickness are 2.5~5.0mm, highly are 50~80mm; Vertical rib 2 width are 20~50mm, highly are 50~80mm, and thickness is δ 1.2~2.5mm; Cross rib 1 thickness is 2.5~5.0mm, and width is 50~80mm.Offer on the panel 4 some to pulling eye 8, and on panel 4, be welded with to the corresponding nut 6 in the position of pulling eye 8, nut 6 and bolt 5 threaded engagement, the termination of bolt 5 is with suitable to the shape size of pulling eye 8.In addition, the lateral surface of panel 4 is provided with journal stirrup 7 with holes, and the pore size of journal stirrup 7 with holes and bolt 5 are suitable.

This wide combined steel formwork in use is close to the frame 3 relative one sides of adjacent two templates, the concordant back of plate face is passed connecting hole set on the steel form frame 9 respectively with universal standard type connector, and with connector two frames are clamped, thereby adjacent forms is stitched together to lay forms the bigger template of plate face.Every wide combined steel formwork plate face 4 set to pulling eye 8, in template continuously and in the opposite form assembly process, screw off bolt 5, bolt 5 is inserted in the hole of journal stirrup with holes 7 set on the templates in case drop, and then with pull bar 10 pass wide combined steel formwork plate face set to pulling eye 8, make and realize between the template of relative both sides drawing, the control construction wall is to requiring size, and enhancement mode slab integral intensity.

Claims (10)

1. a wide combined steel formwork comprises panel (4) and is arranged on the peripheral frame (3) of panel (4) that frame (3) is gone up the spaced apart some connecting holes (9) that are provided with, and it is characterized in that: be respectively arranged with drawing device on the panel (4) of both sides relatively.
2. wide combined steel formwork as claimed in claim 1, it is characterized in that: drawing device is adopted respectively go up correspondence at the panel (4) of both sides relatively and offer somely to pulling eye (8), both sides panels (4) are last corresponding to being installed with pull bar (10) in the pulling eye (8) relatively.
3. wide combined steel formwork as claimed in claim 1 or 2, it is characterized in that: panel (4) be provided with to the corresponding nut in position (6) of pulling eye (8), nut (6) and bolt (5) threaded engagement, the termination of bolt (5) is with suitable to the shape size of pulling eye (8).
4. wide combined steel formwork as claimed in claim 3 is characterized in that: the lateral surface of panel (4) is provided with journal stirrup with holes (7), and the pore size of journal stirrup with holes (7) and bolt (5) are suitable.
5. wide combined steel formwork as claimed in claim 3 is characterized in that: nut (6) is welded on the lateral surface of panel (4).
6. wide combined steel formwork as claimed in claim 1 or 2 is characterized in that: some vertical ribs (2) have been horizontally arranged at interval on the lateral surface of panel (4).
7. wide combined steel formwork as claimed in claim 6 is characterized in that: vertical rib (2) adopts section steel manufacture.
8. wide combined steel formwork as claimed in claim 6 is characterized in that: vertical rib (2) is welded on the panel (4).
9. wide combined steel formwork as claimed in claim 1 or 2 is characterized in that: longitudinal separation is provided with some cross ribs (1) on the lateral surface of panel (4).
10. wide combined steel formwork as claimed in claim 1 or 2 is characterized in that: panel (4) thickness is 2.0~4.0mm, and width is 600~1500mm, and length is 600~2100mm; Seal ring thickness is 2.5~5.0mm, highly is 50~80mm.
CNU2008203003321U 2008-03-11 2008-03-11 Wide surface combination steel form plate CN201162344Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008203003321U CN201162344Y (en) 2008-03-11 2008-03-11 Wide surface combination steel form plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008203003321U CN201162344Y (en) 2008-03-11 2008-03-11 Wide surface combination steel form plate

Publications (1)

Publication Number Publication Date
CN201162344Y true CN201162344Y (en) 2008-12-10

Family

ID=40183282

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008203003321U CN201162344Y (en) 2008-03-11 2008-03-11 Wide surface combination steel form plate

Country Status (1)

Country Link
CN (1) CN201162344Y (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN101769072B (en) * 2009-12-31 2015-04-29 台州建筑安装工程公司 Method for making composite beam with composite beam die
CN105421761A (en) * 2015-11-02 2016-03-23 中国建筑股份有限公司 Aluminum alloy formwork trapezoid cross section profile and unit formwork structure of aluminum alloy formwork
CN105421762A (en) * 2015-11-02 2016-03-23 中国建筑股份有限公司 Aluminum alloy formwork rectangular-section profile and unit formwork structure of aluminum alloy formwork
CN105804392A (en) * 2016-05-11 2016-07-27 赵云川 Gypsum wall mould and construction technology
CN106481064A (en) * 2016-10-25 2017-03-08 深圳市鈤励科技有限公司 Pulling-on piece pull bar common template and template system
CN108824801A (en) * 2018-06-26 2018-11-16 徐晓胜 A kind of interior external mold steel form of section construction concrete
CN110295743A (en) * 2018-03-22 2019-10-01 湖南好快省建筑科技有限公司 Window position pushes up collet template admittedly

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101769072B (en) * 2009-12-31 2015-04-29 台州建筑安装工程公司 Method for making composite beam with composite beam die
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
CN102704672B (en) * 2012-06-28 2015-03-18 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
CN105421761A (en) * 2015-11-02 2016-03-23 中国建筑股份有限公司 Aluminum alloy formwork trapezoid cross section profile and unit formwork structure of aluminum alloy formwork
CN105421762A (en) * 2015-11-02 2016-03-23 中国建筑股份有限公司 Aluminum alloy formwork rectangular-section profile and unit formwork structure of aluminum alloy formwork
CN105421762B (en) * 2015-11-02 2018-05-08 中国建筑股份有限公司 A kind of aluminum alloy mould plate Bar with Rectangular section and its unit template structure
CN105804392A (en) * 2016-05-11 2016-07-27 赵云川 Gypsum wall mould and construction technology
CN106481064A (en) * 2016-10-25 2017-03-08 深圳市鈤励科技有限公司 Pulling-on piece pull bar common template and template system
CN106481064B (en) * 2016-10-25 2019-08-09 深圳市鈤励科技有限公司 Pulling-on piece pull rod common template and template system
CN110295743A (en) * 2018-03-22 2019-10-01 湖南好快省建筑科技有限公司 Window position pushes up collet template admittedly
CN108824801A (en) * 2018-06-26 2018-11-16 徐晓胜 A kind of interior external mold steel form of section construction concrete

Similar Documents

Publication Publication Date Title
CN201883600U (en) Fiber reinforced plastic (FRP) and concrete composite board
CN201972269U (en) Prefabricated reinforcing steel bar concrete shear wall
CN202039479U (en) Combined steel plate wall with vertical slits at large intervals
CN205100547U (en) A stupefied device of aluminum alloy template back of body for shear force wall
CN203080911U (en) Inner formwork for concrete walls at deformation joint
CN204492190U (en) Aluminum alloy mould plate back cord fastening devices
CN203729489U (en) Precast reinforced concrete members and assembled buildings composed of precast reinforced concrete members
CN203613792U (en) Parapet wall formwork pouring structure
CN104805960A (en) Mould-stripping-free concrete beam and construction method thereof
CN107740531A (en) Assembled wallboard and its attachment structure
CN203201146U (en) Spacers for column template reinforcement
CN204781441U (en) Assembled reinforced concrete wallboard frame construction
CN204385916U (en) A kind of beam-to-column joint structure of movable plank house
CN106121086A (en) A kind of concrete-filled steel square tubular column of band otic placode and the connecting structure of fabricated shear wall and the practice
CN103132656A (en) Connecting structure for vertical reinforcement bars of prefabricated wall parts
CN204703495U (en) Aluminum alloy pattern plate back cord system
CN202139696U (en) Structure pipe joggling structure and lightweight steel structure applying same
CN105569211A (en) Fabricated wall, wall board and construction method
CN204940585U (en) The precast wall body of assembled-type house
CN105442760A (en) Steel bar connection mode used for connection among prefabricated reinforced concrete members
CN202299396U (en) Composite building template
CN202810195U (en) Template reinforcing system
CN204590589U (en) Precast facade level connection joint ater-casting steel template
CN206070804U (en) A kind of short-shear wall structure
CN202248298U (en) Node of steel reinforced concrete framework

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20081210

RR01 Reinstatement of patent right

Former decision: cessation of patent right due to non-payment of the annual fee

Former decision publication date: 20100804

CX01 Expiry of patent term

Granted publication date: 20081210

CX01 Expiry of patent term