CN210032602U - Movable ring beam template device - Google Patents

Movable ring beam template device Download PDF

Info

Publication number
CN210032602U
CN210032602U CN201920439905.7U CN201920439905U CN210032602U CN 210032602 U CN210032602 U CN 210032602U CN 201920439905 U CN201920439905 U CN 201920439905U CN 210032602 U CN210032602 U CN 210032602U
Authority
CN
China
Prior art keywords
plate group
pressing plate
pull rod
clamp plate
template
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
CN201920439905.7U
Other languages
Chinese (zh)
Inventor
陈小俊
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.)
Guohua Construction Co Ltd
Original Assignee
Guohua Construction 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 Guohua Construction Co Ltd filed Critical Guohua Construction Co Ltd
Priority to CN201920439905.7U priority Critical patent/CN210032602U/en
Application granted granted Critical
Publication of CN210032602U publication Critical patent/CN210032602U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Abstract

The utility model discloses a portable circle roof beam template device, fixed effectual, do not need the pull rod, and need not just to perforate, only need interim bracing piece, width, height can adjust wantonly according to the design requirement, and the construction is very convenient, including template and the clamp plate assembly who contradicts with the template, still including the supporting component who is used for supporting clamp plate assembly, clamp plate assembly include the first clamp plate group and the second clamp plate group that contradict and set up relatively with the template, clamp plate assembly still include first pull rod and second pull rod, first pull rod pass first clamp plate group upper portion and second clamp plate group upper portion respectively and be equipped with respectively with the first mounting of contradicting with first clamp plate group, second clamp plate group outer wall on the first pull rod, the second pull rod pass first clamp plate group middle part respectively and second clamp plate group middle part and second pull rod be equipped with respectively on the first clamp plate group, The second fixing piece is abutted by the inner wall of the second pressing plate group.

Description

Movable ring beam template device
Technical Field
The utility model relates to a template field more precisely relates to a portable collar tie beam template device.
Background
At present, ring beams are required to be arranged in masonry engineering according to design or construction requirements, and the fastening method of the common ring beams is mainly characterized in that iron wires and templates are used for reinforcement or further a wall body is drilled for fixing a pull rod; however, the reinforcement effect of the method is poor, the turnover frequency is low, the fixation is often not firm, the subsequent appearance pouring quality of the ring beam is poor due to improper forming and reinforcing measures of the ring beam, and the construction cost is high due to the low turnover frequency of the template.
In addition, when the adoption was fixed through carrying out the pull rod to wall body drilling, the drilling in-process was difficult to avoid destroying masonry structure wholeness to open and produce a large amount of dust rubbish to the perforation, also caused very big destruction to the wall body, influenced pleasing to the eye, and can not remove or adjust, the construction effect is poor.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to provide a portable circle roof beam template device, fixed effectual, do not need the pull rod, and need not only need interim bracing piece to the perforation, width, height can adjust wantonly according to the designing requirement, and the construction is very convenient.
The technical solution of the utility model is that, a portable ring beam template device with following structure is provided, including the template and with the clamp plate assembly of template conflict, still including the supporting component who is used for supporting clamp plate assembly, clamp plate assembly include conflict and relative first clamp plate group and the second clamp plate group that sets up with the template, clamp plate assembly still include first pull rod and second pull rod, first pull rod pass first clamp plate respectively and organize upper portion and the second clamp plate and be equipped with the first mounting of contradicting respectively with first clamp plate group, second clamp plate group outer wall on the first pull rod, the second pull rod pass respectively first clamp plate group middle part and second pull rod on be equipped with respectively with the second mounting of contradicting with first clamp plate group, second clamp plate group inner wall.
Preferably, the support assembly comprises a pre-embedded sleeve and a support piece detachably connected to the pre-embedded sleeve.
Preferably, the template, the first pressing plate group and the second pressing plate group are arranged on the supporting piece.
Preferably, the support assembly comprises a support rod detachably connected to the wall.
Preferably, the template, the first pressing plate group and the second pressing plate group are all arranged on the supporting rod.
Preferably, the first pull rod is provided with a first auxiliary positioning element which is positioned on the inner wall of the first pressing plate group and the inner wall of the second pressing plate group to abut against each other.
Preferably, the second pull rod is provided with a second auxiliary positioning element respectively on the outer wall of the first pressing plate group and the outer wall of the second pressing plate group.
After the structure more than adopting, the utility model discloses a portable collar tie beam template device compares with prior art, has following advantage: firstly, a pressing plate is arranged outside the template, the template is extruded through the pressing plate, a first pull rod and a second pull rod are arranged, the first pull rod respectively penetrates through the upper part of a first pressing plate group and the upper part of a second pressing plate group, first fixing pieces which are respectively abutted against the inner walls of the first pressing plate group and the second pressing plate group are arranged on the first pull rod, the pressing plate can be limited through the first pull rod and the first fixing pieces, the inward-inclining force generated by pouring concrete on the first pressing plate group and the second pressing plate group is resisted, furthermore, second fixing pieces which are respectively abutted against the outer walls of the first pressing plate group and the second pressing plate group are arranged on the second pull rod respectively penetrates through the middle part of the first pressing plate group and the middle part of the second pressing plate group, the outward-inclining force generated by pouring concrete can be resisted by the second pull rod and the second fixing pieces, the first pressing plate group and the second pressing plate group are uniformly stressed, make first clamp plate group, the equal die plate of second clamp plate group lower part extrusion, it is stable fixed with the template, and be convenient for carry out the regulation of pressure through second mounting and first mounting position, the second mounting plays the balanced fulcrum effect of lever on whole stress system, and convenient dismantlement and turnover use, first pull rod and second pull rod all set up in the wall body outside, avoid passing the wall body, and supporting component only plays the supporting role, the required precision is low, the pre-buried construction of being convenient for.
Drawings
Fig. 1 is a schematic structural diagram of a movable ring beam template device of the present invention.
Fig. 2 is a schematic structural view of the movable ring beam template device of the present invention.
Shown in the figure: 1. a template; 2. a platen assembly; 21. a first platen group; 22. a second platen group; 23. a first pull rod; 24. a second pull rod; 25. a first fixing member; 26. a second fixing member; 3. a support assembly; 31. pre-burying a sleeve; 32. a support member; 33. a support rod.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1 and 2, the movable ring beam formwork of the present invention is shown in the drawings: 1 apparatus comprising, shown in a template diagram: 1 and the following shown in the template diagram: 1, and further comprises a support assembly 3 for supporting the press plate assembly 2, wherein the press plate assembly 2 comprises a support plate assembly 2 abutting against the die plate, and the die plate assembly is shown in a die plate drawing: 1 conflict and relative first clamp plate group 21 and the second clamp plate group 22 that sets up, clamp plate assembly 2 still include first pull rod 23 and second pull rod 24, first pull rod 23 pass first clamp plate group 21 upper portion and second clamp plate group 22 upper portion and first pull rod 23 respectively and be equipped with respectively with first clamp plate group 21, the first mounting 25 that the inner wall of second clamp plate group 22 contradicts, second pull rod 24 pass first clamp plate group 21 middle part and second clamp plate group 22 middle part respectively and be equipped with on the second pull rod 24 respectively with first clamp plate group 21, the second clamp plate group 22 outer wall contradict second mounting 26, it is shown in the template drawing at first with the clamp plate setting: 1 external, extrusion through a platen, shown in the template diagram: 1, by arranging a first pull rod 23 and a second pull rod 24, the first pull rod 23 respectively passes through the middle part of the first pressure plate group 21 and the upper part of the second pressure plate group 22, and the first pull rod 23 is provided with a first fixing part 25 which is respectively abutted against the inner walls of the first pressure plate group 21 and the second pressure plate group 22, namely, the pressure plates can be limited by the first pull rod 23 and the first fixing part 25 to resist the inward tilting force generated by the poured concrete on the first pressure plate group and the second pressure plate group, furthermore, the second pull rod 24 respectively passes through the middle part of the first pressure plate group 21 and the middle part of the second pressure plate group 22, and the second pull rod 24 is provided with a second fixing part 26 which is respectively abutted against the outer walls of the first pressure plate group 21 and the second pressure plate group 22, namely, the second pull rod and the second fixing part can resist the outward tilting force generated by the poured concrete to extrude in the middle parts of the pressure plates to enable the first pressure plate group and the second pressure plate group to be, the lower parts of the first pressing plate group 21 and the second pressing plate group 22 are pressed and pressed by the die plates shown in the drawing: 1, preparing a template shown in a figure: 1 stable fixed, and be convenient for carry out the regulation of pressure through second mounting 26 and first mounting 25 position, the second mounting plays the balanced fulcrum effect of lever on whole stress system, and convenient dismantlement and turnover use, and first pull rod 23 and second pull rod 24 all set up outside the wall body, avoid passing the wall body, and supporting component 3 only plays the supporting role, and the required precision is low, the pre-buried construction of being convenient for.
Supporting component 3 include embedded sleeve 31 and can dismantle support piece 32 of connection on embedded sleeve 31, through embedded sleeve 31, can avoid the scene to punch, because first clamp plate group 21, the produced camber power of concreting can be born to second clamp plate group 22 intercombination connection as a whole, embedded sleeve supports only the weight of supporting template system self can, the quantity of embedded sleeve 31 that significantly reduces, manufacturing cost has been reduced, and because support piece 32 only plays the supporting role, accurate location is not carried out, the required precision is low, the embedded construction of being convenient for. The template diagram shows: 1 and the first pressing plate group 21 and the second pressing plate group 22 are both arranged on the supporting member 32, that is, temporarily supported on the supporting member 32, that is, after a part of the ring beam is constructed, the second fixing member 26 and the first fixing member 25 are rotated, so that the first pressing plate group 21 and the second pressing plate group 22 are integrally separated from the ring beam with the formwork 1, that is, by sliding the formwork as shown in the drawing: 1, the first pressing plate group 21 and the second pressing plate group 22, so that the next section of rapid construction is realized, the production efficiency is greatly improved, and the construction cost is saved.
Alternatively, the support assembly 3 comprises a support rod detachably connected to the wall, that is, the support rod can be supported by punching a part of fixing holes on site, and the support rod can be used for supporting the wall as shown in the template drawing: the first pressing plate group 21 and the second pressing plate group 22 are temporarily supported on the supporting rods, that is, after a part of the ring beam is constructed, the second fixing piece 26 and the first fixing piece 25 are rotated to integrally separate the first pressing plate group 21 and the second pressing plate group 22 from the ring beam with the formwork 1, that is, the first pressing plate group 21 and the second pressing plate group 22 are shown in a sliding formwork drawing: 1, the first pressing plate group 21 and the second pressing plate group 22, so that the next section of rapid construction is realized, the production efficiency is greatly improved, and the construction cost is saved.
First pull rod 23 on and be located and be equipped with first auxiliary positioning element respectively on the conflict of first pressure board group 21, second pressure board group 22 inner wall, second pull rod 24 on and be located and be equipped with second auxiliary positioning element respectively on the conflict of first pressure board group 21, second pressure board group 22 outer wall, can satisfy the produced horizontal force of concreting, need not to prop up alone, demolish the template, avoid damaging the wall body.
It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims (7)

1. The utility model provides a portable circle roof beam template device which characterized in that: the pressing plate assembly comprises a template (1), a pressing plate assembly (2) and a supporting assembly (3), wherein the pressing plate assembly (2) is abutted to the template (1), the supporting assembly (3) is used for supporting the pressing plate assembly (2), the pressing plate assembly (2) comprises a first pressing plate group (21) and a second pressing plate group (22) which are abutted to the template (1) and are arranged oppositely, the pressing plate assembly (2) further comprises a first pull rod (23) and a second pull rod (24), the first pull rod (23) penetrates through the upper portion of the first pressing plate group (21), the upper portion of the second pressing plate group (22) and the first pull rod (23) to be provided with a first fixing part (25) which is abutted to the inner walls of the first pressing plate group (21) and the second pressing plate group (22), the second pull rod (24) penetrates through the middle portion of the first pressing plate group (21) and the middle portion of the second pressing plate group (22) respectively, and the second pull rod (24) is provided with the first pressing plate group (21, And the outer wall of the second pressing plate group (22) is butted with a second fixing piece (26).
2. The mobile ring beam template device of claim 1, wherein: the supporting component (3) comprises an embedded sleeve (31) and a supporting piece (32) detachably connected to the embedded sleeve.
3. The mobile ring beam template device of claim 2, wherein: the template (1), the first pressing plate group (21) and the second pressing plate group (22) are arranged on the supporting piece (32).
4. The mobile ring beam template device of claim 1, wherein: the supporting component (3) comprises a supporting rod (33) detachably connected to the wall body.
5. The mobile ring beam template device of claim 4, wherein: the template (1), the first pressing plate group (21) and the second pressing plate group (22) are arranged on the supporting rod (33).
6. The mobile ring beam template device of claim 1, wherein: and first auxiliary positioning parts are respectively arranged on the first pull rod (23) and positioned on the inner walls of the first pressing plate group (21) and the second pressing plate group (22).
7. The mobile ring beam template device of claim 1, wherein: and second auxiliary positioning parts are respectively arranged on the second pull rod (24) and positioned on the outer walls of the first pressing plate group (21) and the second pressing plate group (22).
CN201920439905.7U 2019-04-02 2019-04-02 Movable ring beam template device Active CN210032602U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920439905.7U CN210032602U (en) 2019-04-02 2019-04-02 Movable ring beam template device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920439905.7U CN210032602U (en) 2019-04-02 2019-04-02 Movable ring beam template device

Publications (1)

Publication Number Publication Date
CN210032602U true CN210032602U (en) 2020-02-07

Family

ID=69357628

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920439905.7U Active CN210032602U (en) 2019-04-02 2019-04-02 Movable ring beam template device

Country Status (1)

Country Link
CN (1) CN210032602U (en)

Similar Documents

Publication Publication Date Title
CN110394884B (en) Prefabricated column adjustable die and prefabricated column production method
CN102351482B (en) Grouting material and perfusion of same into enclosed steel die for reinforcement of steel concrete beams and columns
CN104131700B (en) A kind of door and window Cast-in-situ Beam casting method and mould
CN103266773A (en) Novel concrete pouring device for constructional columns
CN202157329U (en) Branch mold device for occluded pile guide wall
CN210032602U (en) Movable ring beam template device
CN107030862A (en) Pier shaft pinner embedded hole hole-forming device
CN207177286U (en) Add region mould after fabricated shear wall is reserved
US7073766B2 (en) Formwork system for concrete bodies
CN106567538A (en) Positioning mold for bathroom concrete flanges
CN210858002U (en) Adjustable arc beam shaping formwork structure
KR101129275B1 (en) Method for manufacturing half pc(precast concrete) slab
CN210369774U (en) Steel mould supporting structure for construction of outer vertical surface concrete decorative molding
CN212802537U (en) Bearing column pouring mold for building construction
CN107599137B (en) Detachable mold assembly and construction method thereof
CN102121313A (en) Rebar planting-free formwork erecting method for masonry construction and device thereof
CN206512744U (en) Gallery formwork-support device in a kind of concrete dam body
CN213143870U (en) Quick-release formwork system for square hole in beam
CN210086817U (en) High-rise cantilever structure formwork system
CN210850736U (en) Adjustable mould of prefabricated post
CN202299426U (en) Back shoring and counter bracing mechanism for formwork erection of building deformation joint
CN209837670U (en) Prefabricated floor concatenation strutting arrangement
CN111519900A (en) Quick-release formwork supporting system for square hole in beam and construction method
CN110206299A (en) A kind of prestressing force superimposed sheet piece with ribbing matches mold device and method
CN218028984U (en) Auxiliary device for constructional column bell mouth construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant