CN107386630B - A kind of casement adjustable concrete template - Google Patents
A kind of casement adjustable concrete template Download PDFInfo
- Publication number
- CN107386630B CN107386630B CN201710581400.XA CN201710581400A CN107386630B CN 107386630 B CN107386630 B CN 107386630B CN 201710581400 A CN201710581400 A CN 201710581400A CN 107386630 B CN107386630 B CN 107386630B
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- China
- Prior art keywords
- template
- channel
- casement
- concrete
- pipe connector
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Classifications
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- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of casement adjustable concrete templates, including template, template both ends are provided with the lug with splicing hole, several casements are inserted in template, it is slidably connected on the outside of casement with jack, casement lower rotation is provided with connecting rod, rotation is provided with the sliding block with positioning bolt on connecting rod, template bottom is provided with sliding slot, sliding block slides in sliding slot, cavity is provided in casement, cavity side is provided with several first fluid holes, cavity bottom is provided with first pipe connector, there is channel through template-setup, several second fluid holes are connected on channel side wall, one end of the channel is provided with bulge loop, spring is provided in channel, spring end is provided with sealing-plug, the mandril of bulge loop is provided through on sealing-plug, the channel other end is provided with second pipe connector, jacking block is provided in second pipe connector.Using this kind of concrete blinding and concrete pouring procedure template is convenient in demoulding, and can easily adjust the height of casement.
Description
Technical field
The invention belongs to building implement technical field, specifically a kind of casement adjustable concrete template.
Background technique
Concrete blinding is the necessary device in concrete casting, conventional concrete template be all using plank sheathing or
Steel template construct forms.Plank sheathing have do not prevent fires, be perishable, short-life disadvantage, and steel template is cumbersome, cost compared with
Height easily gets rusty.So aluminum alloy mould plate is widely applied in construction at present.In concrete casting, if wanted
Pre-manufactured hole is processed in concrete generally all just by template fixed steel bars or to be inserted into casement in casting and realize,
But it is very troublesome when taking out casement by this method, it is needed with hammer not if cement when taking out casement has solidified
Disconnected to beat and take out casement, it is very troublesome to take out operation, if cement when taking out casement does not solidify after taking-up by
Will lead to hole shape in the mobility and gravity of cement becomes to distort.Existing casement does not all have depth tune generally simultaneously
The device of section, a kind of casement depth after being fixed in template can not be adjusted, therefore are poured mixed with different depth hole
It needs to re-work casement when solidifying soil.
Summary of the invention
The present invention is in view of the shortcomings of the prior art, provide a kind of casement adjustable concrete template, on this kind of concrete blinding
Casement easily building template can be demoulded, and easily cement remaining on building template can be carried out clear
It removes, and the depth of casement can be adjusted.
In order to solve the above-mentioned technical problem, the present invention is addressed by following technical proposals: a kind of casement is adjustable mixed
Solidifying clay model plate, including template, the template both ends are provided with the lug for splicing, are provided with splicing on the lug
Hole, is provided with several jacks in the template, inserted with casement in the jack, connects on the outside of the casement with jack sliding
It connects, the casement lower rotation is provided with connecting rod, and rotation is provided with sliding block on the connecting rod, and the template bottom is provided with cunning
Slot, the sliding block are slideably positioned in the sliding slot, and positioning bolt is provided on the sliding block, appearance is provided in the casement
Chamber, the cavity side are connected with several first fluid holes being connected to the casement side wall, and the cavity bottom is provided with
One pipeline connection port has channel through the template-setup, and several and template inner wall is provided on the channel side wall and is connected
The second logical fluid hole, the one end of the channel are provided with bulge loop, and spring is provided in the channel, and the spring end is provided with
Sealing-plug, the mandril of the bulge loop is provided through on the sealing-plug, and the channel other end is provided with second pipe connection
Mouthful, it is provided with jacking block in the second pipe connector, the length of the jacking block to the second pipe connector opening is small
The length of the access portal is stretched out in the mandril；The method that the template is used to be poured concrete includes: 1, by several moulds
Plate is spliced by the splicing hole on lug by bolt；2, it adjusts depth of the casement in jack and carries out cement in template and pour
Note；3, the first pipe connector and the second pipe connector pass through pipeline and are connected with water pump, by water pump to institute
It states in cavity and the channel and is passed through sodium gluconate solution, so that sodium gluconate solution is from the first fluid hole and second
Fluid hole outflow；4, template is demoulded after the consolidation of concrete center；5, by remaining Portugal in the cavity and the channel
The extraction of grape saccharic acid sodium solution recycles and cleans template.It is poured using this kind of concrete blinding and concrete pouring procedure in concrete
Sodium gluconate solution is flowed out from the first fluid hole and the second fluid hole after note, due to the deferred action of sodium gluconate,
When concrete center and upper surface solidify concrete side, the superficial layer of bottom surface and at casement also in plastic shape
State demoulds template in the case where guaranteeing concrete support power, at this time due to concrete side, bottom surface superficial layer with
And therefore demould at casement also in plastic state it is very convenient, and after demoulding can to concrete side and bottom surface after
Continuous moulding will not influence the firmness of concrete, and the template and casement after demoulding are due to cement ot-yet-hardened, cleaning
Get up also very convenient, while the position being positioned in the chute by adjusting slider can easily adjust the height of casement,
To be suitable for the concrete casting in the hole with various depth.
In above-mentioned technical proposal, it is preferred that in the step of being poured the method for concrete, be passed through in water pump into the channel
During sodium gluconate solution, when sodium gluconate solution underfill channel, pressing is located at the mandril in the template of end
By the gas discharge in the channel.Using this method the gas in channel is discharged from the end in channel, does not need
It is discharged by the second fluid hole, sodium gluconate solution is passed through speed faster.
In above-mentioned technical proposal, it is preferred that the die head is provided with the exhaust passage being connected to the channel, described
Seal plug is provided on exhaust passage.Using this method the gas in channel is discharged from the end in channel, is not required to
It to be discharged by the second fluid hole, sodium gluconate solution is passed through speed faster.
In above-mentioned technical proposal, it is preferred that the mass fraction of the sodium gluconate solution is 20-35%.Using not homogeneity
The sodium gluconate solution of amount score adapts to different weather and the mass fraction by adjusting sodium gluconate solution and realizes
The adjusting of the cement setting speed of concrete side and the superficial layer of bottom surface.
It is poured compared with prior art, the present invention having the following beneficial effects: using this kind of concrete blinding and concrete
Injecting method sodium gluconate solution after concrete casting is flowed out from the first fluid hole and the second fluid hole, due to gluconic acid
The deferred action of sodium, when concrete center and upper surface solidify concrete side, bottom surface superficial layer and surround casement
Place demoulds template in the case where guaranteeing concrete support power also in plastic state, at this time due to concrete side,
The superficial layer of bottom surface and at casement also in plastic state therefore demould it is very convenient, and demould after can be to concrete
Moulding is continued in side and bottom surface will not influence the firmness of concrete, and the template and casement after demoulding due to cement not yet
Solidification, therefore cleaning up is also very convenient, while the position being positioned in the chute by adjusting slider can easily adjust
The height of knothole mould, to be suitable for the concrete casting in the hole with various depth.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the cross-sectional view of the embodiment of the present invention.
Fig. 2 is the schematic cross-sectional view of the other direction of the embodiment of the present invention.
Fig. 3 is the partial enlarged view in Fig. 2 at A.
Fig. 4 is the partial enlarged view in Fig. 2 at B.
Fig. 5 is the partial enlarged view of two template splicings.
Specific embodiment
Present invention is further described in detail with reference to the accompanying drawings and detailed description: a kind of referring to Fig. 1 to Fig. 5
Casement adjustable concrete template, including template 1,1 both ends of template are provided with the lug 2 for splicing, the lug 2
On be provided with splicing hole 3, several jacks 31 are provided in the template 3, inserted with casement 32, the hole in the jack 31
32 outside of mould is slidably connected with the jack 31, and 32 lower rotation of casement is provided with connecting rod 36, rotates on the connecting rod 36
It is provided with sliding block 37,1 bottom of template is provided with sliding slot 11, and the sliding block 37 is slideably positioned in the sliding slot 11, described
Be provided with positioning bolt 38 on sliding block 37, be provided with cavity 33 in the casement 32,33 side of cavity be connected with it is described
Several first fluid holes 34 of 32 side wall of casement connection, 33 bottom of cavity are provided with first pipe connector 35, run through institute
It states template 1 and is provided with channel 4, several the second fluid holes being connected to 1 inner wall of template are provided on 4 side wall of channel
41, described 4 one end of channel is provided with bulge loop 42, and spring 43 is provided in the channel 4, and 43 end of spring is provided with sealing
44 are filled in, the mandril 45 of the bulge loop 42 is provided through on the sealing-plug 44,4 other end of channel is provided with second pipe
Connector 46, jacking block 47 is provided in the second pipe connector 46, and the jacking block 47 arrives the second pipe connector 46
The length of opening is less than the mandril 45 and stretches out the length that the channel 4 is open；The template 1 is used to be poured the side of concrete
Method includes: 1, several templates 1 is passed through bolt splicing by the splicing hole 3 on lug 2；2, casement 32 is adjusted in jack 31
Depth carries out cement casting in template 1；3, the first pipe connector 46 and the second pipe connector 46 pass through
Pipeline is connected with water pump, sodium gluconate solution is passed through into the cavity 33 and the channel 4 by water pump, so that grape
Saccharic acid sodium solution is flowed out from the first fluid hole 34 and the second fluid hole 41；4, template 1 is demoulded after the consolidation of concrete center；
5, sodium gluconate solution remaining in the cavity 33 and the channel 4 is extracted out and recycles and cleans template 1.Using this kind
Concrete blinding and concrete pouring procedure after concrete casting sodium gluconate solution from the first fluid hole and second
Fluid hole outflow, due to the deferred action of sodium gluconate, concrete side, bottom when concrete center and upper surface solidify
The superficial layer in face and at the casement also in plastic state, template is taken off in the case where guaranteeing concrete support power
Therefore mould is demoulded due to concrete side, the superficial layer of bottom surface and at casement also in plastic state very square at this time
Just, and after demoulding can continue moulding to concrete side and bottom surface will not influence the firmness of concrete, and after demoulding
Template and casement due to cement ot-yet-hardened, cleaning up is also very convenient, while being located at by adjusting slider described
Position in sliding slot can easily adjust the height of casement, to be suitable for the concrete casting in the hole with various depth.
It is poured in the step 3 of the method for concrete, is passed through the process of sodium gluconate solution into the channel in water pump
In, when sodium gluconate solution underfill channel 4, pressing is located at the mandril 45 in the template 1 of end for the gas in the channel 4
Body discharge.Using this method the gas in channel is discharged from the end in channel, does not need to arrange by the second fluid hole
Out, sodium gluconate solution is passed through speed faster.
It is provided with the exhaust passage being connected to the channel 4 at the top of the template 1, is provided with sealing on the exhaust passage
Plug.Using this method the gas in channel is discharged from the end in channel, does not need to be discharged by the second fluid hole,
Sodium gluconate solution is passed through speed faster.
The mass fraction of the sodium gluconate solution is 20-35%.Using the sodium gluconate solution of different quality containing
Adapt to the shallow of different weather and the realization concrete side of the mass fraction by adjusting sodium gluconate solution and bottom surface
The adjusting of the cement setting speed on surface layer.
Claims (4)
1. a kind of casement adjustable concrete template, including template (1), template (1) both ends are provided with for splicing
Lug (2) is provided with splicing hole (3) on the lug (2), it is characterised in that: be provided with several jacks on the template (3)
(31), inserted with casement (32) in the jack (31), casement (32) outside is slidably connected with the jack (31), described
Casement (32) lower rotation is provided with connecting rod (36), and rotation is provided with sliding block (37) on the connecting rod (36), template (1) bottom
Portion is provided with sliding slot (11), and the sliding block (37) is slideably positioned in the sliding slot (11), and it is fixed to be provided on the sliding block (37)
Position bolt (38), the casement (32) is interior to be provided with cavity (33), and cavity (33) side is connected with and the casement (32)
Several first fluid holes (34) of side wall connection, cavity (33) bottom are provided with first pipe connector (35), run through institute
It states template (1) to be provided with channel (4), several second be connected to the template (1) inner wall is provided on channel (4) side wall
Fluid hole (41), described channel (4) one end are provided with bulge loop (42), are provided with spring (43), the spring in the channel (4)
(43) end is provided with sealing-plug (44), and the mandril (45) of the bulge loop (42), institute are provided through on the sealing-plug (44)
It states channel (4) other end to be provided with second pipe connector (46), is provided with jacking block in the second pipe connector (46)
(47), the length of the jacking block (47) to second pipe connector (46) opening is less than described in the mandril (45) stretching
The length of channel (4) opening；The method that the template (1) is used to be poured concrete includes: 1, several templates (1) is passed through lug
(2) spliced by bolt in the splicing hole (3) on；2, the depth of casement (32) in jack (31) is adjusted to carry out in template (1)
Cement casting；3, the first pipe connector (46) and the second pipe connector (46) are connected with water by pipeline
Pump is passed through sodium gluconate solution into the cavity (33) and the channel (4) by water pump, so that sodium gluconate is molten
Liquid is flowed out from the first fluid hole (34) and the second fluid hole (41)；4, template (1) is demoulded after the consolidation of concrete center；5,
Sodium gluconate solution remaining in the cavity (33) and the channel (4) is extracted out and recycles and cleans template (1).
2. a kind of casement adjustable concrete template as described in claim 1, it is characterised in that: be poured the method for concrete
In step 3, during water pump is passed through sodium gluconate solution into the channel (4), sodium gluconate solution underfill
When channel (4), pressing is located at the mandril (45) in the template (1) of end and the gas in the channel (4) is discharged.
3. a kind of casement adjustable concrete template as described in claim 1, it is characterised in that: set at the top of the template (1)
It is equipped with the exhaust passage being connected to the channel (4), is provided with seal plug on the exhaust passage.
4. a kind of casement adjustable concrete template as described in claim 1, it is characterised in that: the sodium gluconate solution
Mass fraction be 20-35%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710581400.XA CN107386630B (en) | 2017-07-17 | 2017-07-17 | A kind of casement adjustable concrete template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710581400.XA CN107386630B (en) | 2017-07-17 | 2017-07-17 | A kind of casement adjustable concrete template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107386630A CN107386630A (en) | 2017-11-24 |
| CN107386630B true CN107386630B (en) | 2019-09-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710581400.XA Active CN107386630B (en) | 2017-07-17 | 2017-07-17 | A kind of casement adjustable concrete template |
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| Country | Link |
|---|---|
| CN (1) | CN107386630B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101173560A (en) * | 2007-11-15 | 2008-05-07 | 焦作市柏林建筑模板有限公司 | Building combined template |
| CN203144869U (en) * | 2013-04-02 | 2013-08-21 | 夏学斌 | Plastic building template capable of pouring small arc-shaped angle |
| CN105544404A (en) * | 2016-01-21 | 2016-05-04 | 中国建筑第六工程局有限公司 | Supporting and fixing device used for installing high pier and U-type abutment formwork |
| CN205857687U (en) * | 2016-08-03 | 2017-01-04 | 张鹏 | Building template |
| CN205935635U (en) * | 2016-08-03 | 2017-02-08 | 江苏远见塑胶发展有限公司 | Novel plastic building template |
-
2017
- 2017-07-17 CN CN201710581400.XA patent/CN107386630B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101173560A (en) * | 2007-11-15 | 2008-05-07 | 焦作市柏林建筑模板有限公司 | Building combined template |
| CN203144869U (en) * | 2013-04-02 | 2013-08-21 | 夏学斌 | Plastic building template capable of pouring small arc-shaped angle |
| CN105544404A (en) * | 2016-01-21 | 2016-05-04 | 中国建筑第六工程局有限公司 | Supporting and fixing device used for installing high pier and U-type abutment formwork |
| CN205857687U (en) * | 2016-08-03 | 2017-01-04 | 张鹏 | Building template |
| CN205935635U (en) * | 2016-08-03 | 2017-02-08 | 江苏远见塑胶发展有限公司 | Novel plastic building template |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107386630A (en) | 2017-11-24 |
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