CN206174444U - Porous prefabricated profiled child mould - Google Patents

Porous prefabricated profiled child mould Download PDF

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Publication number
CN206174444U
CN206174444U CN201621223045.6U CN201621223045U CN206174444U CN 206174444 U CN206174444 U CN 206174444U CN 201621223045 U CN201621223045 U CN 201621223045U CN 206174444 U CN206174444 U CN 206174444U
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template
layer
shaped groove
shaped recess
fixed block
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CN201621223045.6U
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Chinese (zh)
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钟杰
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Individual
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Abstract

The utility model discloses a porous prefabricated profiled child mould, its technical scheme main points are that it includes foundation cushion and sets up the template on foundation cushion perpendicularly, the template is provided with 4 at least, between the template interconnect encircle and foundation cushion between form the die cavity that is used for holding the concrete, the last fixed establishment that is provided with of foundation cushion, fixed establishment includes first U -shaped recess and second U -shaped recess, the one end and the one end of second U -shaped recess of first U -shaped recess are connected, messenger's cavity intercommunication in U -shaped recess and the second U -shaped recess of winning, first U -shaped recess is the same with second U -shaped recess shape size, and the width of recess matches with the mould plate thickness, first U -shaped recess is provided with fixing hole with the junction of second U -shaped recess, be provided with the bolt in the fixing hole, fixed establishment passes through the interior bolt fastening of fixing hole on foundation cushion. The utility model discloses a porous prefabricated profiled child mould installation fast once only for the child mode structure is firm reliable.

Description

A kind of porous preforming is forming moulding bed
Technical field
The utility model is related to a kind of building board fetal membrane, and in particular, it is related to a kind of porous preforming forming moulding bed.
Background technology
At present, in building trade, during traditional construction foundation working, the side form such as basic grade beam, independent cushion cap, catch pit It is difficult to remove position, it is general individually to cut the earth, often using brick loose tool, that is, brick loose tool is built by laying bricks or stones as template.Brick loose tool needs to build Build workman and build fragment of brick by laying bricks or stones in foundation ditch, therefore need larger construction space, this is accomplished by excavating bigger face in excavation pit Product, after the completion of the construction of brick loose tool, forms the space of dog, it is necessary to backfill substantial amounts of soil between brick loose tool and foundation pit walls, waste Manpower and materials, increased working procedure, extend the engineering time.
Useful sheet material loose tool substitutes traditional brick loose tool in the prior art, and above-mentioned sheet material loose tool uses connector and fastener And sleeve pipe carries out installation connection, thus there is installation rate slowly, practical operation is difficult, does not meet job site execution conditions etc. Feature, and in workman to fetal membrane work progress, it is necessary to align construction portion figure, by frequently it is mobile repeatedly after can just be fixed on it is pre- On fixed position so that waste the substantial amounts of engineering time, extend construction speed.
Utility model content
In view of the shortcomings of the prior art, the purpose of this utility model is to provide one kind disposably can quickly pacify Dress so that the reliable porous preforming of loose tool sound construction is forming moulding bed.
To achieve the above object, the utility model provides following technical scheme:A kind of porous preforming is forming moulding bed, its bag Blinding layer and the template being vertically set on blinding layer are included, the template is connected with each other at least provided with 4 between template Around the die cavity formed between blinding layer for accommodating concrete,
Fixed mechanism is provided with the blinding layer, the fixed mechanism includes that the first U-shaped groove and the second U-shaped are recessed Groove, one end of the first U-shaped groove is connected with one end of the second U-shaped groove so that in the first U-shaped groove and the second U-shaped groove Cavity is connected, and the first U-shaped groove and the second U-shaped groove shapes size are identical, and the width of groove is engaged with the thickness of template, The junction of the first U-shaped groove and the second U-shaped groove is provided with fixed via, and bolt, fixed mechanism are provided with fixed via By being bolted on blinding layer in fixed via,
It is additionally provided with fixed block on the blinding layer, every piece of template and sends and be provided with two fixations between bed course Block, and fixed block is located at the two sides of template at this respectively, and a fixed block is located at one end of template, another fixed block is located at mould The other end of plate, the side isosceles trapezoid of the fixed block is set, the less one end of fixed block be located at template and blinding layer it Between.
By using above-mentioned technical proposal, when in loose tool installation process, by drawing construction portion figure line on blinding layer, Then fixed mechanism is fixedly mounted at the turning point of construction portion figure line, two U-shaped grooves of fixed mechanism are located at respectively should Locate in the both threads of turning point, then by one end arranged orthogonal of a template in the first U-shaped groove of fixed mechanism, Ling Yimo One end arranged orthogonal of plate is in the second U-shaped groove of fixed mechanism so that connected between two templates, by aforesaid operations, So that at least four templates are around connection, and form die cavity together with base foundation bed course, in template arranged orthogonal in base mat After on layer, by the gap between the less one end push-in template of fixed block and blinding layer, and a fixed block is located at template at this One end, another fixed block is located at the other end of template at this, and two fixed blocks are located at the both sides of template at this respectively.
The utility model is further arranged to:The contact between junction and template and blinding layer between the template Place is fixedly connected by strength colloid layer.
By using above-mentioned technical proposal, by strength colloid layer between template and template and template and blinding layer it Between be fixed and pour connection so that avoid occurring die cavity clearance lenkage situation during concrete perfusion in die cavity, and can avoid There is mixed clay pressure in die cavity and cross the situation overturning that senior general's template is overthrown.
The utility model is further arranged to:Horizontal arc boss is provided with the upper end end face jackshaft of the template, The horizontal arc groove coordinated with horizontal arc boss is provided with the lower end surface jackshaft of template.
The utility model is further arranged to:The strength colloid layer include the first epoxy glue mud layer, fiber mesh layer and Second epoxy glue mud layer, the fiber mesh layer is arranged between the first epoxy glue mud layer and the second epoxy glue mud layer.
The utility model is further arranged to:The side end face uniform intervals of the template are provided with several cross through hole.
The utility model tool has the advantage that:By the predeterminated position mechanism for installing in blinding layer so that template When predeterminated position is placed into, installation course can be reduced, easy operating procedure is improved and lays precision, by setting for fixed block Put the situation that the template after can avoiding arranged orthogonal is overturned on blinding layer, by strength colloid layer to template and template it Between be fixed and template and blinding layer between and pour connection so that avoid occurring die cavity gap during concrete perfusion in die cavity Leakage situation, and can avoid the occurrence of mixed in die cavity clay pressure and cross the situation that senior general's template overthrows and translate into, by strength colloid Layer include the first epoxy glue mud layer, fiber mesh layer and the second epoxy glue mud layer so that between template and template directly it is Nian Jie or Directly Nian Jie firm reliability between template and blinding layer, by the arc boss and arc groove that cooperate so that When needing to be superimposed template in template, the installation of template can be facilitated to place, by the setting of cross through hole, mould can be mitigated The weight of plate, and reduce the manufacturing cost of template.
Brief description of the drawings
Fig. 1 is a kind of forming moulding bed structural representation of porous preforming of the utility model;
Fig. 2 is a kind of forming moulding bed top view of porous preforming of the utility model;
Fig. 3 is the structural representation of fixed mechanism of the present utility model;
Fig. 4 is the top view of fixed mechanism of the present utility model;
Fig. 5 is the side view of fixed block of the present utility model;
Fig. 6 is the structural representation of template of the present utility model;
Fig. 7 is the side view of template of the present utility model;
Fig. 8 is the profile of strength colloid layer of the present utility model.
In figure:1st, blinding layer;2nd, template;3rd, die cavity;4th, fixed mechanism;5th, the first U-shaped groove;6th, the second U-shaped groove; 7th, fixed via;8th, bolt;9th, fixed block;10th, strength colloid layer;11st, arc boss;12nd, arc groove;13rd, cross through hole; 14th, the first epoxy glue mud layer;15th, fiber mesh layer;16th, the second epoxy glue mud layer.
Specific embodiment
Referring to figs. 1 to shown in 8, a kind of porous preforming of the present embodiment is forming moulding bed, and it includes blinding layer 1 and vertically sets The template 2 on blinding layer 1 is put, the template 2 is connected with each other at least provided with 4, between template 2 and surround and blinding layer The die cavity 3 for accommodating concrete is formed between 1.
Fixed mechanism 4 is provided with the blinding layer 1, the fixed mechanism 4 includes the first U-shaped groove 5 and the second U-shaped Groove 6, one end of the first U-shaped groove 5 is connected with one end of the second U-shaped groove 6 so that the first U-shaped groove 5 and the second U-shaped are recessed Cavity connection in groove 6, the first U-shaped groove 5 is identical with the shape size of the second U-shaped groove 6, and groove width and template 2 Thickness is engaged, and the junction of the first U-shaped groove 5 and the second U-shaped groove 6 is provided with fixed via 7, fixed via 7 and sets There is bolt 8, fixed mechanism 4 is fixed on blinding layer 1 by the bolt 8 in fixed via 7.
Be additionally provided with fixed block 9 on the blinding layer 1, every piece of template 2 and sending be provided between bed course two it is solid Determine block 9, and fixed block 9 is located at the two sides of template 2 at this respectively, and a fixed block 9 is located at one end of template 2, another fixation Block 9 is located at the other end of template 2, and the side isosceles trapezoid of the fixed block 9 is set, and the less one end of fixed block 9 is located at template 2 Between blinding layer 1.
Junction between the template 2 and the contact position between template 2 and blinding layer 1 pass through strength colloid layer 10 It is fixedly connected.
Horizontal arc boss 11, the lower end surface jackshaft of template 2 are provided with the upper end end face jackshaft of the template 2 On be provided with horizontal arc boss 11 coordinate horizontal arc groove 12.
The strength colloid layer 10 includes the first epoxy glue mud layer 14, the epoxy glue mud layer 16 of fiber mesh layer 15 and second, The fiber mesh layer 15 is arranged between the first epoxy glue mud layer 14 and the second epoxy glue mud layer 16.
The side end face uniform intervals of the template 2 are provided with several cross through hole 13.
The fixed mechanism 4 is made of metal, and is preferably made up of metallic iron.
By using above-mentioned technical proposal, when in loose tool installation process, by drawing construction portion figure on blinding layer 1 Line, then fixedly mounts fixed mechanism 4, two U-shaped grooves difference position of fixed mechanism 4 at the turning point of construction portion figure line At this in both threads of turning point, then by one end arranged orthogonal of a template 2 fixed mechanism 4 the first U-shaped groove 5 Interior, one end arranged orthogonal of another template 2 is in the second U-shaped groove 6 of fixed mechanism 4 so that connected between two templates 2, By aforesaid operations so that at least four templates 2 form die cavity 3 around connection together with base foundation bed course 1, in template 2 After arranged orthogonal is on the blinding layer 1, the less one end of fixed block 9 is pushed into the gap between template 2 and blinding layer 1, and One fixed block 9 is located at one end of template 2 at this, and another fixed block 9 is located at the other end of template 2 at this, and two 9 points of fixed blocks Not Wei Yu at this template 2 both sides.
By the predeterminated position mechanism for installing 4 in blinding layer 1 so that template 2 when predeterminated position is placed into, energy Installation course is enough reduced, easy operating procedure is improved and lays precision, after the setting of fixed block 9 can avoid arranged orthogonal The situation about being overturned on blinding layer 1 of template 2, by strength colloid layer 10 between template 2 and template 2 and template 2 and base It is fixed between plinth bed course 1 and pours connection so that avoids occurring the clearance lenkage situation of die cavity 3 during concrete perfusion in die cavity 3, And can avoid the occurrence of mixed in die cavity 3 clay pressure and cross the situation that senior general's template 2 overthrows and translate into, included by strength colloid layer 10 First epoxy glue mud layer 14, the epoxy glue mud layer 16 of fiber mesh layer 15 and second so that directly be bonded between template 2 and template 2 Or direct Nian Jie firm reliability between template 2 and blinding layer 1, by the arc boss 11 and arc groove that cooperate 12 so that when needing to be superimposed template 2 in template 2, the installation of template 2 can be facilitated to place, by setting for cross through hole 13 Put, the weight of template 2 can be mitigated, and reduce the manufacturing cost of template 2.
The above is only preferred embodiment of the present utility model, and protection domain of the present utility model is not limited merely to Above-described embodiment, all technical schemes belonged under the utility model thinking belong to protection domain of the present utility model.Should refer to Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and Retouching, these improvements and modifications also should be regarded as protection domain of the present utility model.

Claims (6)

1. a kind of porous preforming is forming moulding bed, it is characterised in that:It includes blinding layer and is vertically set on blinding layer Template, the template is connected with each other to surround at least provided with 4, between template and is formed for accommodating coagulation between blinding layer The die cavity of soil,
Fixed mechanism is provided with the blinding layer, the fixed mechanism includes the first U-shaped groove and the second U-shaped groove, the One end of one U-shaped groove is connected with one end of the second U-shaped groove so that the cavity in the first U-shaped groove and the second U-shaped groove connects Logical, the first U-shaped groove and the second U-shaped groove shapes size are identical, and the width of groove is engaged with the thickness of template, a U The junction of connected in star and the second U-shaped groove is provided with fixed via, and bolt is provided with fixed via, and fixed mechanism is by solid Determine being bolted on blinding layer in through hole,
It is additionally provided with fixed block on the blinding layer, every piece of template and sends and be provided with two fixed blocks between bed course, and Fixed block is located at the two sides of template at this respectively, and a fixed block is located at one end of template, and another fixed block is located at template The other end, the side isosceles trapezoid of the fixed block is set, and the less one end of fixed block is located between template and blinding layer.
2. a kind of porous preforming according to claim 1 is forming moulding bed, it is characterised in that:Junction between the template Contact position and template and blinding layer between is fixedly connected by strength colloid layer.
3. a kind of porous preforming according to claim 1 is forming moulding bed, it is characterised in that:In the upper end end face of the template Horizontal arc boss is provided with countershaft, the transverse direction coordinated with horizontal arc boss is provided with the lower end surface jackshaft of template Arc groove.
4. a kind of porous preforming according to claim 2 is forming moulding bed, it is characterised in that:The strength colloid layer includes the One epoxy glue mud layer, fiber mesh layer and the second epoxy glue mud layer, the fiber mesh layer be arranged on the first epoxy glue mud layer with Between second epoxy glue mud layer.
5. a kind of porous preforming according to claim 1 is forming moulding bed, it is characterised in that:The side end face of the template is uniform It is interval with several cross through hole.
6. a kind of porous preforming according to claim 1 is forming moulding bed, it is characterised in that:The fixed mechanism is by metal system Into.
CN201621223045.6U 2016-11-14 2016-11-14 Porous prefabricated profiled child mould Active CN206174444U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621223045.6U CN206174444U (en) 2016-11-14 2016-11-14 Porous prefabricated profiled child mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621223045.6U CN206174444U (en) 2016-11-14 2016-11-14 Porous prefabricated profiled child mould

Publications (1)

Publication Number Publication Date
CN206174444U true CN206174444U (en) 2017-05-17

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621223045.6U Active CN206174444U (en) 2016-11-14 2016-11-14 Porous prefabricated profiled child mould

Country Status (1)

Country Link
CN (1) CN206174444U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424439A (en) * 2019-07-25 2019-11-08 江苏溧阳建设集团有限公司 A kind of precast ceramsite concrete cored slab sizing fetal membrane and its construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424439A (en) * 2019-07-25 2019-11-08 江苏溧阳建设集团有限公司 A kind of precast ceramsite concrete cored slab sizing fetal membrane and its construction
CN110424439B (en) * 2019-07-25 2020-12-01 江苏溧阳建设集团有限公司 Prefabricated ceramsite concrete hollow slab shaping tire membrane and construction method thereof

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