CN105952154B - A kind of concrete-pouring template stent - Google Patents

A kind of concrete-pouring template stent Download PDF

Info

Publication number
CN105952154B
CN105952154B CN201610409115.5A CN201610409115A CN105952154B CN 105952154 B CN105952154 B CN 105952154B CN 201610409115 A CN201610409115 A CN 201610409115A CN 105952154 B CN105952154 B CN 105952154B
Authority
CN
China
Prior art keywords
template
filler strip
concrete
hook
deep gouge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201610409115.5A
Other languages
Chinese (zh)
Other versions
CN105952154A (en
Inventor
刘深思
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201610409115.5A priority Critical patent/CN105952154B/en
Publication of CN105952154A publication Critical patent/CN105952154A/en
Application granted granted Critical
Publication of CN105952154B publication Critical patent/CN105952154B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G19/00Auxiliary treatment of forms, e.g. dismantling; Cleaning devices

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The present invention discloses a kind of concrete-pouring template stent, including template, filler strip and stent, stent is built into frame-like, several filler strips has been kept flat at the top of stent, it placed several template splicings in the top surface of filler strip and form plane, the edge that template is mutually spliced has opened up lower deep gouge, through hole has been opened up in the edge where lower deep gouge, connector is placed in lower deep gouge, the bottom of connector is provided with hook, links up with across through hole, and shackle member is provided with below filler strip, spring upper end is articulated on hook, and lower spring end is stuck in by hook in shackle member.Assembly and disassembly of the present invention facilitate it is efficient, operation it is time saving and energy saving, template and filler strip will not be damaged, template and filler strip can repeatedly use, reduce construction cost, be effectively ensured template splicing into plane planarization, pouring the concrete surface that builds up has good planarization.

Description

A kind of concrete-pouring template stent
Technical field
The present invention relates to concreting technical field more particularly to a kind of concrete-pouring template stents.
Background technology
Current China enters the national economy high-speed developing period, and infrastructure scale unprecedentedly expands, to the skill of construction Art and management propose higher requirement, and scaffold and falsework in Civil Engineering Construction are because setting up and removing and is very square Just it, is flexibly widely used.Concreting is that concreting is entered mould up to plasticizing forming, should be by template before pouring The eliminating impurities such as interior rubbish, soil, the greasy dirt on reinforcing bar are clean, and check that cement mortar filler strip, the plastic cushion (of tie bar) of reinforcing bar are It is no to pad.Such as moisten template using that should water during plank sheathing.The cast generally use of concrete beam and board builds falsework Implementation pours, first mounting bracket, and template is then laid on stent, then binds reinforcing bar in place, then pacify around reinforcing bar Side form is filled, the then casting concrete in the cavity of formation, last health form removal falls frame.
Traditional concrete-pouring template stent avoids occurring what is collapsed in casting process to ensure structural stability Accident, will be dead by spike connected nail between template and filler strip when building falsework, and installation effectiveness is low, time-consuming and laborious, And be difficult to ensure the planarization of the template of splicing, so as to cause pouring molding concrete there are rough situation, sternly Ghost image rings pouring quality, and later stage concrete surface smoothes out difficult, while template and filler strip dismounting are difficult, removes that spike is time-consuming to be taken Power, and template and filler strip can be damaged, the service life of template and filler strip is short, needs to be replaced frequently, and construction cost is high.
Invention content
The technical problems to be solved by the invention and the technical assignment proposed are that the prior art is improved, and provide one kind Concrete-pouring template stent, it is low to solve the concrete-pouring template stent efficiency of loading and unloading traditional in current technology, time-consuming and laborious, It can not ensure flatness, the problem of when dismounting can destroy template and filler strip, and construction cost is high.
For solution more than technical problem, the technical scheme is that:
A kind of concrete-pouring template stent, including template, filler strip and stent, which is characterized in that the stent is built Into frame-like, several filler strips has been kept flat at the top of stent, placed in the top surface of filler strip several template splicings formed it is flat Face, the edge that template is mutually spliced have opened up lower deep gouge, and through hole has been opened up in the edge where lower deep gouge, and connector is placed In lower deep gouge, the bottom of connector is provided with hook, links up with across through hole, and shackle member, spring are provided with below filler strip Upper end is articulated on hook, and lower spring end is stuck in by hook in shackle member, using the elastic force of spring template proximate is being padded On item, ensure template splicing into plane planarization.Concrete-pouring template supporting structure of the present invention is simple, uses It is convenient, template can be fixed splicing on filler strip without tapping installation nail, packaging efficiency is high, saves working hour, is spelled in template Connector need to be only placed into lower deep gouge, then spring is articulated on the hook below connector, then after being connected into plane It pulls downward on hook hook is stuck in shackle member, you can assembly operation is completed, it is time saving and energy saving, and template splicing is effectively ensured Into plane planarization so that the concrete that builds up is poured in template upper surface has even curface, improves pouring quality, keeps away Exempt from subsequently to increase the process smoothed out, improve construction efficiency.While concrete-pouring template stent convenient disassembly of the present invention, Efficient, operation is time saving and energy saving, and hook need to only be pulled downward on to abjection shackle member to decouple template, filler strip, will not be to mould Plate and filler strip damage, and so as to which template and filler strip can repeatedly use, reduce construction cost, increase economic efficiency.
Further, the lower deep gouge is spaced apart along edge length direction equipped with several in the edge of template, is protected It is smooth to hinder ceiling edge connection, avoids the occurrence of the situation of Local warping, improve template splicing into plane planarization, improve mixed Solidifying soil pouring quality.
Further, the sinking notch that the lower deep gouge is integrally opened up for the edge of template, through hole is adjacent forms Marginal gap connector connect band is formed in the entire edge of template, stable structure can effectively improve the flat of template splicing Whole property.
Further, the shape of the connector is matched with sinking groove shape, thickness and the sinking groove depth of connector Identical, when connecting component apparatus is in lower deep gouge, connector top surface forms complete plane with template either flush, further improves The planarization of splicing avoids the occurrence of shaggy block, improves concreting surface quality.
Further, the shackle member main body takes the shape of the letter U slot structure, and two filler strips are located in U-shaped groove structure, improves connection Stability avoids shackle member being caused below filler strip to be deviate from due to vibrations or other reasons, avoids the process in casting concrete Middle template loses the lower pulling force of spring and warpage is in the presence of, and it is good smooth to ensure that the concrete surface for pouring and building up has Property.
Further, socket is provided in the shackle member, is provided with cross bar in socket, hook is stuck in horizontal stroke across socket On bar, clamping stability is good, and hook is avoided excessively to shake and causes to thread off, it is ensured that and what template was stablized is pressed on filler strip, so as to Ensure the planarization of template splicing plane.
Further, the hook is sawtooth strip vertically, and sawtooth strip vertically has multiple The sawtooth of different height, the filler strip so as to be directed to different-thickness are connected on the sawtooth of different height or are connected to Different spring straining powers are generated on the sawtooth of different height, it is ensured that template splicing is smooth.
Further, the lower end of the hook is provided with hand draw ring, makes operation more convenient laborsaving.
Further, the filler strip is rectangular slat, and filler strip is more steady to the support of backing plate, and structure is more stablized, It avoids loosening in casting process, improves the planarization of template splicing plane.
Further, the filler strip, template are made of timber, light-weight, low manufacture cost, and connector is metal Part, structural strength is high, is not susceptible to be broken, service life is long, and the outer wall of filler strip is also enclosed with iron sheet, and the structure for improving filler strip is strong Degree, prevents filler strip to be broken, while effectively improve the corrosion resistance of filler strip, extends the service life of filler strip, reduces construction cost.
Compared with prior art, the invention has the advantages that:
Concrete-pouring template bracket assembled convenient disassembly of the present invention is efficient, saves working hour, operates time saving province Hook need to only be pulled downward on and template, filler strip can be fastened or be decoupled, template and filler strip will not damaged, template by power It can be repeatedly used with filler strip, reduce construction cost, increase economic efficiency;Be effectively ensured template splicing into plane it is flat Whole property so that the concrete built up is poured in template upper surface has even curface, improves pouring quality.
Description of the drawings
Fig. 1 is the structural diagram of the present invention;
Fig. 2 is a kind of structure diagram of embodiment of template;
Fig. 3 is the structure diagram of another embodiment of template.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, those of ordinary skill in the art are obtained every other without making creative work Embodiment shall fall within the protection scope of the present invention.
A kind of concrete-pouring template stent disclosed by the embodiments of the present invention, the efficiency of loading and unloading is high, time saving and energy saving, will not be to mould Plate and filler strip damage, reusable, and construction cost is low.
As shown in Figure 1 to Figure 3, a kind of concrete-pouring template stent, including template 1, filler strip 2 and stent 3, filler strip 2, mould Plate 1 is made of timber, and filler strip 2 is rectangular slat, and the outer wall of filler strip 2 is also enclosed with iron sheet, and stent 3 is built by steel pipe scaffold Into frame-like, several filler strips 2 has been kept flat at the top of stent 3, several templates 1 is placed in the top surface of filler strip 2 and splices shape Into plane, the edge of 1 phase of template splicing has opened up lower deep gouge 4, and through hole 5 has been opened up in the edge where lower deep gouge 4, Connector 6 is placed in lower deep gouge 4, connector 6 is metalwork, and structural strength is high, and not easy to break, service life is long, connector 6 Bottom is provided with hook 7, and hook 7 passes through through hole 5, shackle member 8 is provided with below filler strip 2,9 upper end of spring is articulated in hook On 7,9 lower end of spring is stuck in by hook 10 in shackle member 8, using the elastic force of spring 9 template 1 is tightly attached on filler strip 2, is protected The planarization of plane that barrier template 1 is spliced into.
As shown in Figures 2 and 3, a kind of structure of lower deep gouge 4 is is spaced apart in the edge of template 1 along edge length direction Equipped with several so that the edge multiple spot of template 1 is fastened, and ensures the planarization that template 1 is connected with each other;The lower deep gouge of another kind The 4 sinking notches integrally opened up for the edge of template 1, through hole 5 is the marginal gap of adjacent forms 1, and connector 6 covers The edge of entire template 1 can equally ensure the planarization that template 1 connects.Simultaneously in order to further improve planarization, need 6 top surface of connector is set as concordant with 1 top surface of template, so as to form complete plane, avoids the occurrence of shaggy block or burr, from And connector 6 is shaped to and is matched with lower 4 shape of deep gouge, the thickness of connector 6 is identical with lower 4 depth of deep gouge, so as to Ensure that 6 device of connector flushes after entering lower deep gouge 4 with 1 top surface of template.
In order to avoid from the abjection of filler strip 2 times, 8 main body of shackle member is taken the shape of the letter U slot structure for shackle member 8 during pouring, Two filler strips 2 are located in U-shaped groove structure, so as to effectively avoid vibration or other reasons that shackle member 8 is caused to be taken off for 2 times from filler strip Go out, it is ensured that have stable downward spring force that template 1 is tightly attached in filler strip 2, it is ensured that the splicing top surface of template 1 is always smooth Plane.Meanwhile hook 10 in order to facilitate the operation, hook 10 is avoided to shake excessive and be in the presence of threading off, is set in shackle member 8 Socket 11 has been put, has been provided with cross bar 12 in socket 11, hook 10 is stuck in across socket 11 on cross bar 12, and socket 11 plays hook 10 To the effect of guiding, while it is excessive that hook 10 is avoided to shake, and only need to laterally move smaller distance can be stuck in hook 10 Deviate from cross bar 12 or by hook 10 from cross bar 12;Hook 10 is sawtooth strip vertically, and sawtooth strip is along vertically Direction has the sawtooth of multiple and different height, so as to fulfill different tightening forces, and suitable for the filler strip 2 of different-thickness, card The lower end for hooking 10 is provided with hand draw ring 13, and operation is more convenient laborsaving.
It the above is only the preferred embodiment of the present invention, it is noted that above-mentioned preferred embodiment is not construed as pair The limitation of the present invention, protection scope of the present invention should be subject to claim limited range.For the art For those of ordinary skill, without departing from the spirit and scope of the present invention, several improvements and modifications can also be made, these change Protection scope of the present invention is also should be regarded as into retouching.

Claims (8)

1. a kind of concrete-pouring template stent, including template (1), filler strip (2) and stent (3), which is characterized in that the branch Frame (3) is built into frame-like, and several filler strip (2) has been kept flat at the top of stent (3), in filler strip (2) if top surface placed Dry template (1) is spliced to form plane, and the edge that template (1) is mutually spliced has opened up lower deep gouge (4), where lower deep gouge (4) Edge opened up through hole (5), connector (6) is placed in lower deep gouge (4), and the bottom of connector (6) is provided with hook (7), hook (7) is provided with shackle member (8), spring (9) upper end is articulated in hook across through hole (5) below filler strip (2) (7) on, spring (9) lower end is stuck in by hook (10) in shackle member (8), using the elastic force of spring (9) template (1) is close to On filler strip (2), the planarization of plane that template (1) is spliced into, the shape of the connector (6) and lower deep gouge (4) are ensured Shape matches, and the thickness of connector (6) is identical with lower deep gouge (4) depth, when connector (6) device is in lower deep gouge (4), connection Part (6) top surface and template (1) either flush form complete plane, and the shackle member (8) main body takes the shape of the letter U slot structure, two Filler strip (2) is in U-shaped groove structure.
2. concrete-pouring template stent according to claim 1, which is characterized in that the lower deep gouge (4) is in template (1) edge is spaced apart along edge length direction equipped with several.
3. concrete-pouring template stent according to claim 1, which is characterized in that the lower deep gouge (4) is template (1) the sinking notch that edge integrally opens up, through hole (5) are the marginal gap of adjacent forms (1).
4. concrete-pouring template stent according to claim 1, which is characterized in that set in the shackle member (8) Socket (11) are provided with cross bar (12) in socket (11), and hook (10) is stuck in across socket (11) on cross bar (12).
5. concrete-pouring template stent according to claim 1, which is characterized in that the hook (10) is along vertical The sawtooth strip in direction.
6. concrete-pouring template stent according to claim 1, which is characterized in that the lower end of the hook (10) is set It is equipped with hand draw ring (13).
7. concrete-pouring template stent according to claim 1, which is characterized in that the filler strip (2) is long for rectangle Item.
8. concrete-pouring template stent according to claim 7, which is characterized in that the filler strip (2), template (1) It is made of timber, connector (6) is metalwork, and the outer wall of filler strip (2) is also enclosed with iron sheet.
CN201610409115.5A 2016-06-08 2016-06-08 A kind of concrete-pouring template stent Expired - Fee Related CN105952154B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610409115.5A CN105952154B (en) 2016-06-08 2016-06-08 A kind of concrete-pouring template stent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610409115.5A CN105952154B (en) 2016-06-08 2016-06-08 A kind of concrete-pouring template stent

Publications (2)

Publication Number Publication Date
CN105952154A CN105952154A (en) 2016-09-21
CN105952154B true CN105952154B (en) 2018-06-22

Family

ID=56908805

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610409115.5A Expired - Fee Related CN105952154B (en) 2016-06-08 2016-06-08 A kind of concrete-pouring template stent

Country Status (1)

Country Link
CN (1) CN105952154B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107130797A (en) * 2017-06-29 2017-09-05 张志通 A kind of clamping device of building template
CN108279150A (en) * 2018-03-28 2018-07-13 王珍珍 A kind of small-sized flexural strength sample preparation box structure
CN108871889A (en) * 2018-03-28 2018-11-23 王珍珍 A kind of small-sized flexural strength sample preparation box structure
CN108827718A (en) * 2018-04-08 2018-11-16 王珍珍 A kind of novel small-sized compression strength sample preparation box structure
CN108952155A (en) * 2018-07-27 2018-12-07 重庆华硕建设有限公司 Concrete-pouring template bracket

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3050516B2 (en) * 1995-12-14 2000-06-12 マックス株式会社 Prevention mechanism of wire dumping in binding machine
CN1355365A (en) * 2000-12-01 2002-06-26 王杏林 Hollow block building ring beam formwork erecting method, formwork and formwork support
CN203547137U (en) * 2013-11-05 2014-04-16 中建八局第二建设有限公司 Adjustable support tray of rear supporting bottom die
CN104481144A (en) * 2014-12-10 2015-04-01 山东天齐置业集团股份有限公司 Beam-bottom form erection system of straightly inserted disk and pin-joined formwork support and construction method thereof
CN104831756A (en) * 2015-05-20 2015-08-12 山东三箭建设工程管理有限公司 Formwork jacking tool for constructing post-cast strip of cast-in-place slab and formwork supporting construction method
CN205875724U (en) * 2016-06-08 2017-01-11 刘深思 Concrete placement formwork support

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205134940U (en) * 2015-08-30 2016-04-06 惠玉清 A cast -in -place reinforced concrete floor mode structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3050516B2 (en) * 1995-12-14 2000-06-12 マックス株式会社 Prevention mechanism of wire dumping in binding machine
CN1355365A (en) * 2000-12-01 2002-06-26 王杏林 Hollow block building ring beam formwork erecting method, formwork and formwork support
CN203547137U (en) * 2013-11-05 2014-04-16 中建八局第二建设有限公司 Adjustable support tray of rear supporting bottom die
CN104481144A (en) * 2014-12-10 2015-04-01 山东天齐置业集团股份有限公司 Beam-bottom form erection system of straightly inserted disk and pin-joined formwork support and construction method thereof
CN104831756A (en) * 2015-05-20 2015-08-12 山东三箭建设工程管理有限公司 Formwork jacking tool for constructing post-cast strip of cast-in-place slab and formwork supporting construction method
CN205875724U (en) * 2016-06-08 2017-01-11 刘深思 Concrete placement formwork support

Also Published As

Publication number Publication date
CN105952154A (en) 2016-09-21

Similar Documents

Publication Publication Date Title
CN105952154B (en) A kind of concrete-pouring template stent
CN104631232A (en) Integrated pouring device for installation of rail column type inspection pit fastening system
CN205875734U (en) Concrete placement splices template
CN106113230B (en) The non-type prefabricated for bench, template system and its construction method can be had enough to meet the need
CN209482709U (en) A kind of in-situ concrete wall subsiding crack typified form
KR101639009B1 (en) In ceiling mold using truss girder type deck panels, flowing down pour concrete fluid-resistant filler and ceiling mold structure using there of
CN106437146A (en) Template used for casting floor beam and construction method of floor beam
KR101908811B1 (en) Concrete form for bridge
CN211850804U (en) Shear force wall settlement joint steel wood combines template to prop up establishes device
CN206000163U (en) Aluminum alloy building template splicing component
CN202831624U (en) Template for deformation joint of shear wall
CN205636498U (en) Wet seam construction equipment
CN205875724U (en) Concrete placement formwork support
CN204609293U (en) Portablely locate buttress casting mold
CN109853948A (en) The integrated template system and mold method of the cast-in-place overhanging windowsill of secondary structure
CN208152107U (en) A kind of rubber watertight strip mounting device
CN109930727A (en) A kind of buckle-type exempts from demoulding floor
CN206448272U (en) Roadbed side slope arched framework one-time-shaped mould
CN206408924U (en) A kind of repeatable pre-buried ring of the suspension scaffold utilized
CN109098456A (en) A kind of aluminum alloy pattern plate Transfer pipe molding machine and construction method
CN205476468U (en) Non - design, can all rotary die plate bodys be prefabricated staircase bench template
CN204826626U (en) But reuse's concatenation formula typical forms
CN114368696A (en) Pre-buried construction method for tower crane wall-attached wall-connecting piece
CN104631675B (en) A kind of two-sided prefabricated superimposed sheet
CN208717969U (en) A kind of novel alter-pouring strips mould plate installs structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180622