CN105952154B - A kind of concrete-pouring template stent - Google Patents
A kind of concrete-pouring template stent Download PDFInfo
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (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
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.
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
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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 |
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| Country | Link |
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| CN (1) | CN105952154B (en) |
Families Citing this family (5)
| 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 |
| CN108871889A (en) * | 2018-03-28 | 2018-11-23 | 王珍珍 | A kind of small-sized flexural strength sample preparation box structure |
| CN108279150A (en) * | 2018-03-28 | 2018-07-13 | 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 |
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| 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)
| 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 |
-
2016
- 2016-06-08 CN CN201610409115.5A patent/CN105952154B/en not_active Expired - Fee Related
Patent Citations (6)
| 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 |
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Granted publication date: 20180622 |