CN206829140U - A kind of working cover-type gang form of Anchored frame beam - Google Patents

A kind of working cover-type gang form of Anchored frame beam Download PDF

Info

Publication number
CN206829140U
CN206829140U CN201720506614.6U CN201720506614U CN206829140U CN 206829140 U CN206829140 U CN 206829140U CN 201720506614 U CN201720506614 U CN 201720506614U CN 206829140 U CN206829140 U CN 206829140U
Authority
CN
China
Prior art keywords
plate
frame beam
panel
liner plate
length
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
CN201720506614.6U
Other languages
Chinese (zh)
Inventor
金玲玲
谢兰敏
于立民
刘传敏
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.)
China MCC17 Group Co Ltd
Original Assignee
China MCC17 Group Co Ltd
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 China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201720506614.6U priority Critical patent/CN206829140U/en
Application granted granted Critical
Publication of CN206829140U publication Critical patent/CN206829140U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model is a kind of working cover-type gang form of Anchored frame beam, belongs to building construction formwork, it is characterized in that:A kind of working cover-type gang form of Anchored frame beam also includes cope plate, left side template, right side template and fixture, the cope plate includes top panel and liner plate I again, on a left side for the upper surface of top panel, liner plate I is symmetrically arranged in right-hand member section, on a left side for the bottom surface of top panel, right both sides set left side template and right side template, the left side template includes Left-Hand Panel and liner plate II again, the right side template includes right panel and liner plate II again, liner plate I and a left side on top panel, fixture is set to be connected along its length between liner plate II in right panel, the fixture includes kelly and cage plate again, the kelly is L-shaped band steel bar, the cage plate is the right-angle Z-shaped plate for offering flat hole, cage plate is sleeved on the vertical rod of kelly and is connected, it is easy to use, the presentation quality and construction quality of Anchored frame beam concrete are good.

Description

A kind of working cover-type gang form of Anchored frame beam
Technical field
The utility model belongs to building construction formwork, more particularly, to a kind of Anchored frame beam construction template.
Background technology
Using relatively broad in the High Slope Protection engineering of Anchored frame beam at home and abroad, during side slope construction, The construction quality and presentation quality of Anchored frame beam are influenceed by many:Alignment control, workmen such as side slope brush slope Technical merit, the selection of the quality, template of raw material (reinforcing bar), installation and the management work of job site are all to influence anchor pole An important factor for Vierendeel girder quality.
In the site operation of Anchored frame beam, the inadequate specification of construction of some construction teams, generally wooden model is used temporarily Plate or steel form carry out assembled formwork, complete site operation, meanwhile, the fixation of template often uses wooden unit or reinforcing bar temporarily Support, fix, cause the size of Anchored frame beam to differ, linear unsightly presentation quality is poor, influences construction quality.
The content of the invention
The purpose of this utility model is the technical barrier solved for above-mentioned needs, proposes that a kind of Anchored frame beam construction is used Cover-type gang form, be not only simple in structure, rationally, it is easy to use, and improve Anchored frame beam presentation quality and apply Working medium amount.
The purpose of this utility model is achieved like this:A kind of working cover-type gang form of Anchored frame beam (abbreviation gang form), including Anchored frame beam, depending on the length of described Anchored frame beam is according to design, its feature It is:A kind of working cover-type gang form of Anchored frame beam also includes cope plate, left side template, right side template and card Tool, described cope plate include top panel and liner plate I again, it is described above plate be before and after being in horizontally disposed rectangular slab, The length of the top surface of the length of plate and Anchored frame beam is corresponding to the same above described, it is described above the width of plate be more than anchor The width (width that left and right liner plate is set because to leave) of the top surface of bar Vierendeel girder, a left side for the upper surface of plate above described The square liner plate I in cross section, the described length of liner plate I and the length of top panel are symmetrically arranged in end section and end section It is consistent, it is described above plate can be made of bamboo slab rubber, described liner plate I can be made of the soft lumps of wood, above described The arranged on left and right sides portion of the bottom surface of plate is symmetrically arranged left side template and right side template, described left side template includes left surface again Plate and liner plate II, described Left-Hand Panel be in the front and rear rectangle facade plate to arrangement, the length of described Left-Hand Panel with The length of the left surface of Anchored frame beam is corresponding to the same, the width of described Left-Hand Panel and the left surface of Anchored frame beam It is highly corresponding to the same, the square liner plate II in cross section is set in the upper end section of the left surface of described Left-Hand Panel, The length of described liner plate II and the length of Left-Hand Panel are corresponding to the same, and described right side template includes right panel and lining again Plate II, described right panel are in the front and rear rectangle facade plate to arrangement, length and the anchor pole frame of described right panel The length for the right flank set a roof beam in place is corresponding to the same, the height phase of the width of described right panel and the right flank of Anchored frame beam It is corresponding consistent, and make to open the width phase one away from the top surface with Anchored frame beam between Left-Hand Panel and the inner side of right panel Cause, the square liner plate II in cross section, described liner plate II are set in the upper end section on the right surface of described right panel Length and right panel length it is corresponding to the same, described Left-Hand Panel, right panel can be made of bamboo slab rubber, institute The liner plate II stated can be made of the soft lumps of wood, in addition, the liner plate I above described in the left end section of plate with Left-Hand Panel It is uniform along its length between liner plate II, be positioned apart from fixture and be connected, the liner plate I above described in the right-hand member section of plate It is uniform along its length between the liner plate II in right panel, be positioned apart from fixture and be connected, and with above described It is uniform along its length between the liner plate II on liner plate I and Left-Hand Panel, right panel in the left end section of plate, right-hand member section, Three to four fixtures are set to be preferred every ground, described fixture includes kelly and cage plate again, and described kelly is L-shaped band steel Bar, described cage plate is the horizontally-arranged right-angle Z-shaped plate that flat hole is offered in the section of one end, in the bottom of described liner plate II under Kelly is set toward Shangdi, cage plate is correspondingly arranged on the upper surface of described liner plate I, and makes the flat borehole jack on cage plate mounted in card On the vertical rod of bar, described kelly can be made of reinforcing bar, and described cage plate can be made of reinforcing bar.
In use, after the completion for the treatment of the tie with reinforcing bar of Anchored frame beam, cope plate, left side template and right side are correspondingly arranged Template, it is positioned apart from fixture phase along its length between cope plate and left side template and between cope plate and right side template Connection, because the cage plate of right-angle Z-shaped is made of reinforcing bar, the muscle in cage plate section is directly squeezed into the upper table of liner plate I (soft lumps of wood block) It can just be fixed in face, after the concrete poured reaches strength of mould stripping, tap cage plate i.e. collapsible die, user upwards with hammer Just, the presentation quality of Anchored frame beam and construction quality are good.
The utility model proposes a kind of working cover-type gang form of Anchored frame beam, is not only simple in structure, closes Reason, it is easy to use, flexible, and improve the presentation quality and construction quality of Anchored frame beam.
A kind of working cover-type group of Anchored frame beam is proposed to the utility model with reference to the accompanying drawings and examples Shuttering is further described
Brief description of the drawings
Fig. 1 is the main view signal that the utility model proposes a kind of working cover-type gang form of Anchored frame beam Figure.
Fig. 2 is part 1 in Fig. 1:Top panel and part 2:The schematic top plan view of liner plate I.
Fig. 3 is part 3-1 in Fig. 1:Left-Hand Panel and part 4:The left view schematic diagram of liner plate II.
Fig. 4 is part 5 in Fig. 1:The schematic front view of kelly.
Fig. 5 is part 6 in Fig. 1:The schematic top plan view of cage plate.
In Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5:
1st, the top panel 2,3-1 of liner plate I, Left-Hand Panel 3-2, right panel 4, liner plate II 5, kelly 6, cage plate 7, flat Square hole
Embodiment
It can be seen that from Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5:A kind of working cover-type gang form of Anchored frame beam (abbreviation gang form), including Anchored frame beam, depending on the length of described Anchored frame beam is according to design, its feature It is:A kind of working cover-type gang form of Anchored frame beam also includes cope plate, left side template, right side template and card Tool, described cope plate include top panel 1 and liner plate I 2 again, it is described above plate 1 be to horizontally disposed rectangle before and after being in Plate, it is described above plate 1 length and Anchored frame beam top surface length it is corresponding to the same, it is described above plate 1 width More than the width (width that left and right liner plate is set because to leave) of the top surface of Anchored frame beam, the upper table of plate 1 above described The left end section in face, with being symmetrically arranged the square liner plate I 2 in cross section in the section of end, the length of described liner plate I 2 with above The length of plate 1 is consistent, it is described above plate 1 can be made of bamboo slab rubber, described liner plate I 2 can be made of the soft lumps of wood, The arranged on left and right sides portion of the bottom surface of plate 1 is symmetrically arranged left side template and right side template above described, and described left side template is again Including Left-Hand Panel 3-1 and liner plate II 4, it is in the front and rear rectangle facade plate to arrangement that described Left-Hand Panel 3-1, which is, described Left-Hand Panel 3-1 length and the length of the left surface of Anchored frame beam are corresponding to the same, described Left-Hand Panel 3-1 width It is corresponding to the same with the height of the left surface of Anchored frame beam, set in the upper end section of the left surface of described Left-Hand Panel horizontal The square liner plate II 4 in section, the length and Left-Hand Panel 3-1 length of described liner plate II 4 are corresponding to the same, described Right side template includes right panel 3-2 and liner plate II 4 again, and described right panel 3-2 is to be stood in front and rear to the rectangle of arrangement The length of panel, described right panel 3-2 length and the right flank of Anchored frame beam right flank corresponding to the same, described The height of plate 3-2 width and the right flank of Anchored frame beam is corresponding to the same, and makes Left-Hand Panel 3-1 and right panel 3-2 Inner side between open that the width away from the top surface with Anchored frame beam is consistent, on described right panel 3-2 right surface The square liner plate II 4 in cross section, the length of described liner plate II 4 and right panel 3-2 length phase are set in upper end section Corresponding consistent, described Left-Hand Panel 3-1, right panel 3-2 can be made of bamboo slab rubber, and described liner plate II 4 can use The soft lumps of wood is made, in addition, the liner plate I 2 above described in the left end section of plate 1 and the liner plate II 4 on Left-Hand Panel 3-1 it Between it is uniform along its length, be positioned apart from fixture and be connected, liner plate I 2 in the right-hand member section of plate 1 and right side above described It is uniform along its length between liner plate II 4 on panel 3-2, be positioned apart from fixture and be connected, and with the plate 1 above described Left end section, the liner plate I 2 in right-hand member section and between the liner plate II 4 on Left-Hand Panel 3-1, right panel 3-2 it is equal along its length Cloth, it is positioned apart from three to four fixtures and is preferred, described fixture includes kelly 5 and cage plate 6 again, and described kelly 5 is L-shaped Band steel bar, described cage plate 6 is the horizontally-arranged right-angle Z-shaped plate that flat hole 7 is offered in the section of one end, in described liner plate II 4 Bottom kelly 5 is set from lower to upper, be correspondingly arranged cage plate 6 on the upper surface of described liner plate I 2, and make on cage plate 6 Flat hole 7 is sleeved on the vertical rod of kelly 5, and described kelly 5 can be made of reinforcing bar, and described cage plate 6 can be made of reinforcing bar.
In use, after the completion for the treatment of the tie with reinforcing bar of Anchored frame beam, cope plate, left side template and right side are correspondingly arranged Template, it is positioned apart from fixture phase along its length between cope plate and left side template and between cope plate and right side template Connection, because the cage plate 6 of right-angle Z-shaped is made of reinforcing bar, the upper of liner plate I 2 (soft lumps of wood block) is directly squeezed into by the muscle in cage plate section It can just be fixed in surface, after the concrete poured reaches strength of mould stripping, tap cage plate 6 i.e. collapsible die upwards with hammer, used Convenient, the presentation quality and construction quality of Anchored frame beam are good.

Claims (8)

1. a kind of working cover-type gang form of Anchored frame beam, including Anchored frame beam, it is characterized in that:A kind of anchor pole The cover-type gang form of construction of frame beam also includes cope plate, left side template, right side template and fixture, described cope plate Include top panel (1) and liner plate I (2) again, it is described above plate (1) be in front and rear to horizontally disposed rectangular slab, it is described The length of top panel (1) and the length of the top surface of Anchored frame beam are corresponding to the same, it is described above the width of plate (1) be more than anchor The width of the top surface of bar Vierendeel girder, above described the left end section of the upper surface of plate (1), be symmetrically arranged in the section of end it is transversal The square liner plate I (2) in face, the length of described liner plate I (2) is consistent with the length of top panel (1), above described The arranged on left and right sides portion of the bottom surface of plate (1) is symmetrically arranged left side template and right side template, described left side template includes left side again Panel (3-1) and liner plate II (4), described Left-Hand Panel (3-1) are in the front and rear rectangle facade plate to arrangement, a described left side The length of side panel (3-1) and the length of the left surface of Anchored frame beam are corresponding to the same, the width of described Left-Hand Panel (3-1) Degree is corresponding to the same with the height of the left surface of Anchored frame beam, is set in the upper end section of the left surface of described Left-Hand Panel The square liner plate II (4) in cross section, the length of described liner plate II (4) and the length corresponding one of Left-Hand Panel (3-1) Cause, described right side template includes right panel (3-2) and liner plate II (4) again, described right panel (3-2) be before and after being in The rectangle facade plate of arrangement, the length of described right panel (3-2) are corresponding with the length of the right flank of Anchored frame beam Unanimously, the height of the right flank of the width of described right panel (3-2) and Anchored frame beam is corresponding to the same, and makes left surface Between plate (3-1) and the inner side of right panel (3-2) to open the width away from the top surface with Anchored frame beam consistent, described The square liner plate II (4) in cross section, described liner plate II (4) are set in the upper end section on the right surface of right panel (3-2) Length and right panel (3-2) length it is corresponding to the same, in addition, the liner plate I above described in the left end section of plate (1) (2) between the liner plate II (4) on Left-Hand Panel (3-1) it is uniform along its length, be positioned apart from fixture and be connected, described Above plate (1) right-hand member section on liner plate I (2) and right panel (3-2) on liner plate II (4) between it is equal along its length Cloth, it is positioned apart from fixture and is connected, described fixture includes kelly (5) and cage plate (6) again, and it is in L that described kelly (5), which is, The band steel bar of shape, described cage plate (6) is the horizontally-arranged right-angle Z-shaped plate that flat hole (7) is offered in the section of one end, in described lining The bottom of plate II (4) sets kelly (5) from lower to upper, and cage plate (6) is correspondingly arranged on the upper surface of described liner plate I (2), And the flat hole (7) on cage plate (6) is set to be sleeved on the vertical rod of kelly (5).
2. the working cover-type gang form of a kind of Anchored frame beam according to claim 1, it is characterised in that described Above plate (1) be made of bamboo slab rubber.
3. the working cover-type gang form of a kind of Anchored frame beam according to claim 1, it is characterised in that described Liner plate I (2) be made of the soft lumps of wood.
4. the working cover-type gang form of a kind of Anchored frame beam according to claim 1, it is characterised in that described Left-Hand Panel (3-1), right panel (3-2) is made of bamboo slab rubber.
5. the working cover-type gang form of a kind of Anchored frame beam according to claim 1, it is characterised in that described Liner plate II (4) be made of the soft lumps of wood.
6. the working cover-type gang form of a kind of Anchored frame beam according to claim 1, it is characterised in that in institute The left end section of plate (1), the liner plate I (2) in right-hand member section and the liner plate in Left-Hand Panel (3-1), right panel (3-2) above stating It is uniform along its length between II (4), be positioned apart from three to four fixtures.
7. the working cover-type gang form of a kind of Anchored frame beam according to claim 1, it is characterised in that described Kelly (5) be made of reinforcing bar.
8. the working cover-type gang form of a kind of Anchored frame beam according to claim 1, it is characterised in that described Cage plate (6) be made of reinforcing bar.
CN201720506614.6U 2017-05-09 2017-05-09 A kind of working cover-type gang form of Anchored frame beam Active CN206829140U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720506614.6U CN206829140U (en) 2017-05-09 2017-05-09 A kind of working cover-type gang form of Anchored frame beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720506614.6U CN206829140U (en) 2017-05-09 2017-05-09 A kind of working cover-type gang form of Anchored frame beam

Publications (1)

Publication Number Publication Date
CN206829140U true CN206829140U (en) 2018-01-02

Family

ID=60770609

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720506614.6U Active CN206829140U (en) 2017-05-09 2017-05-09 A kind of working cover-type gang form of Anchored frame beam

Country Status (1)

Country Link
CN (1) CN206829140U (en)

Similar Documents

Publication Publication Date Title
CN202483046U (en) Self-heat-preservation sound-insulation rib floor
CN201649633U (en) Steel formwork for forming building stair treads
CN109989506B (en) Construction equipment and construction method for reinforced concrete shear wall
CN202509768U (en) Side steel die supporting and protecting device for reinforced concrete terrace construction
CN206829140U (en) A kind of working cover-type gang form of Anchored frame beam
CN102644243B (en) Template-root-adjustable sealing structure
CN105804396B (en) A kind of non-type, template system precast stair bench and construction can be had enough to meet the need
CN205296711U (en) Can adjust supporting seat device of ground level degree
CN104563496A (en) Construction structure of cylindrical die
CN207727978U (en) Girderless floor bolumn cap template reinforcing device
CN207260574U (en) The template fixed system of buildings waterproof structure
CN109252879A (en) A kind of vcehicular tunnel gutter liner tool-typed formwork and construction method
CN205243001U (en) Subway access & exit slope section template
CN208219723U (en) A kind of Old building isolated footing ruggedized construction
CN103255872A (en) Hollow building block
CN207700688U (en) A kind of linking beam formwork structure
CN106522483A (en) Supporting tool for controlling flatness of small-gradient sloping roof
CN204960174U (en) A support instrument of oblique roofing roughness of control light grade
CN202467169U (en) Formwork structure for reinforced masonry
CN205476454U (en) Board device falls in instrument formula building
CN203961278U (en) Building operations roof beam structure
CN207620376U (en) A kind of adjustable creeping formwork seam reinforcement tools
CN205100253U (en) Bottom plate template post -cast strip department structure with and in protector thereof
CN204418663U (en) A kind of constructing structure of cylinder mold
CN211341768U (en) Convenient template support frame in small-size floor entrance to a cave

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant