CN207392747U - A kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould - Google Patents
A kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould Download PDFInfo
- Publication number
- CN207392747U CN207392747U CN201721426929.6U CN201721426929U CN207392747U CN 207392747 U CN207392747 U CN 207392747U CN 201721426929 U CN201721426929 U CN 201721426929U CN 207392747 U CN207392747 U CN 207392747U
- Authority
- CN
- China
- Prior art keywords
- column
- crossbeam
- fixedly connected
- reinforcing bar
- sealing platform
- 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
Links
Landscapes
- 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 utility model discloses a kind of prefabricated sizing reinforcing bar cards for concrete sealing platform mould, the formwork fastening clips suitable for reading of the prefabricated sizing reinforcing bar card include wind up crossbeam, lower edge crossbeam, web member support, the left end of crossbeam and lower edge crossbeam of winding up is vertically and fixedly provided with left column, the right end of crossbeam and lower edge crossbeam of winding up is vertically and fixedly provided with right column, and web member support is provided with two and is arranged in parallel between left column and right column;Left column lower end is provided with the perpendicular left side lower boom being fixedly connected, and left column one side is provided with left diagonal brace and left side diagonal web member;Right column lower end is provided with the perpendicular right side lower boom being fixedly connected, and right column one side is provided with right diagonal brace and right side diagonal web member;Prefabricated sizing reinforcing bar card has further included lower mouth template fixing card.The prefabricated sizing reinforcing bar card for concrete sealing platform mould of the utility model makes simply, makes the concrete formation quality after the completion of pouring good, has preferable application value.
Description
Technical field
The utility model is related to construction engineering technical field, more particularly to a kind of for the prefabricated of concrete sealing platform mould
Sizing reinforcing bar card.
Background technology
At present, steel concrete sealing platform is generally used for kitchen and toilet, is installed using conventional template.Conventional template installs
Flow:Pop up axis and sideline → template bottom it is levelling → alignment sideline installation form → reinforcing, correction.Template system construction is advanced
Row matching board is designed and calculated, and in place, sealing platform mould is highly generally 200mm to template, and scene generally carries out it using step fastener
It is fixed, correct after-pouring concrete.Using the fixed sealing platform mould of conventional method, often it is molded after the completion of concreting
Quality is bad, causes under concrete lateral forces fixed accuracy not high after correction or even spillage phenomenon occurs.
Utility model content
For defect in the prior art or deficiency, the utility model innovatively proposes a kind of for concrete
The prefabricated sizing reinforcing bar card of sealing platform mould, the upper prefabricated sizing reinforcing bar card of mouth template is recyclable, sealing platform mould fixation, after correction
Error is smaller, it is ensured that axial location is accurate, and the concrete formation quality after the completion of pouring is good.
What the technical solution of the utility model was realized in:
A kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould, the prefabricated sizing reinforcing bar card are used for sealing platform
Template is fixed, which includes formwork fastening clips suitable for reading, and the formwork fastening clips suitable for reading include
String crossbeam, lower edge crossbeam, web member support, lower edge crossbeam parallel arrangement in the lower part for the crossbeam that winds up, it is described wind up crossbeam and
The left end of lower edge crossbeam is vertically fixedly connected with left column, and the right end of wind up crossbeam and the lower edge crossbeam is vertically fixedly connected with
Right column, the web member support are provided with two and are arranged in parallel between left column and right column;The left column lower end is set
Be equipped with the perpendicular left side lower boom being fixedly connected, the left column one side be provided with upper end be fixedly connected with the crossbeam that winds up and
The left diagonal brace that lower end is fixedly connected with left side lower boom, the left column one side, which is additionally provided with one end and is fixed with left column lower end, to be connected
It connects and left side diagonal web member that the other end is fixedly connected with left diagonal brace;The right column lower end is provided with perpendicular be fixedly connected
Right side lower boom, the right column one side are provided with that upper end is fixedly connected with the crossbeam that winds up and lower end is fixed with right side lower boom and connected
The right diagonal brace connect, the right column one side are additionally provided with that one end is fixedly connected with right column lower end and the other end is fixed with right diagonal brace
The right side diagonal web member of connection;Being arranged on the left side lower boom and right side lower boom can prevent prefabricated sizing reinforcing bar card edge from stopping
Water platform template is laid with the positioning sleeve of direction movement;The prefabricated sizing reinforcing bar card, which has further included, consolidates mouth under sealing platform template
Fixed lower mouth template fixing card.
Preferably, the length of the crossbeam that winds up is identical with the length of lower edge crossbeam.
Preferably, the surface of the positioning sleeve is provided with and the integrally formed tapered protrusion of positioning sleeve.
Preferably, the left column one side is additionally provided with one end and is fixedly connected with left column lower end and the other end and left diagonal brace
The left side diagonal web member that middle part is fixedly connected;The right column one side is additionally provided with one end and is fixedly connected with right column lower end and another
Hold the right side diagonal web member with being fixedly connected in the middle part of right diagonal brace.
Preferably, the lower mouth template fixing card includes lower end and stretches to lower mouth template fixing card left column in floor
Enter with lower end in floor and the lower mouth template fixing card right column that is arranged in parallel with the lower mouth template fixing card left column.
Preferably, the top of the lower mouth template fixing card left column and lower mouth template fixing card right column is provided with under
The lower mouth template fixing card crossbeam that mouth template fixing card left column is vertically fixedly connected with lower mouth template fixing card right column.
Compared with prior art, the beneficial effects of the utility model are:
The utility model discloses a kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould, wherein, lower mouth template
It is 65mm that fixing card crossbeam, which stretches out lower mouth template fixing card left column and the length of lower mouth template fixing card right column, for controlling
First of flitch of sedimentation and support of sealing platform mould in top processed;Left diagonal brace, left side diagonal web member and left side lower boom composition form
Structure and right diagonal brace, right side diagonal web member form the structure formed with right side lower boom and can effectively ensure that the steady of prefabricated sizing reinforcing bar card
It is qualitative, meanwhile, left side lower boom and right side lower boom can effectively control the thickness of side floor and the height of sealing platform.According to mixed
The length of solidifying soil sealing platform mould is equidistantly fixedly mounted, and concrete sealing platform mould is equally spaced pre- formulation after installation is complete
Steel bar card, spacing 500mm together, can effectively ensure that the rigidity and stability of template;Wherein, under left side lower boom and right side
Be arranged with positioning sleeve on chord member, the surface of positioning sleeve be provided with the integrally formed tapered protrusion of positioning sleeve, protrusion can be with building
Grip is formed between plate, prefabricated sizing reinforcing bar card can effectively be prevented to be laid with direction along sealing platform template and move.
The prefabricated sizing reinforcing bar card for concrete sealing platform mould of the utility model makes simply, and upper mouth template is prefabricated
Shaping, reinforcing bar card is recyclable, and sealing platform mould fixation, error is smaller after correction, it is ensured that axial location is accurate, pours completion
Concrete formation quality afterwards is good, has preferable application value.
Description of the drawings
Fig. 1 is the structure diagram of the utility model;
Reference numeral:
1st, wind up crossbeam;2nd, lower edge crossbeam;3rd, web member supports;4th, left diagonal brace;5th, right diagonal brace;6th, left column;7th, right column;
8th, left side diagonal web member;9th, right side diagonal web member;10th, left side lower boom;11st, right side lower boom;12nd, lower mouth template fixing card is left vertical
Column;13rd, lower mouth template fixing card right column;14th, lower mouth template fixing card crossbeam;15th, positioning sleeve.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without creative efforts
All other embodiments obtained shall fall within the protection scope of the present invention.
As shown in Figure 1, the utility model provides a kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould, institute
Prefabricated sizing reinforcing bar card is stated for sealing platform template to be fixed, which, which includes mouth template, fixes
Card, the formwork fastening clips suitable for reading include the crossbeam 1 that winds up, lower edge crossbeam 2, web member support 3, the 2 parallel cloth of lower edge crossbeam
The lower part for the crossbeam 1 that winds up is placed in, the length of the crossbeam 1 that winds up is identical with the length of lower edge crossbeam 2,1 He of crossbeam of winding up
The left end of lower edge crossbeam 2 is vertically fixedly connected with left column 6, and the right end of wind up crossbeam 1 and the lower edge crossbeam 2 is vertically fixed to be connected
Right column 7 is connected to, the web member support 3 is provided with two and is arranged in parallel between left column 6 and right column 7;It is described left vertical
6 lower end of column is provided with the perpendicular left side lower boom 10 being fixedly connected, and 6 one side of left column is provided with upper end and the horizontal stroke that winds up
The left diagonal brace 4 that beam 1 is fixedly connected and lower end is fixedly connected with left side lower boom 10,6 one side of left column are additionally provided with one end
It is fixedly connected with 6 lower end of left column and left side diagonal web member 8 that the other end is fixedly connected with left diagonal brace 4;7 lower end of right column is set
The perpendicular right side lower boom 11 being fixedly connected is equipped with, 7 one side of right column is provided with upper end and the crossbeam 1 that winds up is fixed and connected
It connects and right diagonal brace 5 that lower end is fixedly connected with right side lower boom 11,7 one side of right column is additionally provided with one end and right column 7
The right side diagonal web member 9 that lower end is fixedly connected and the other end is fixedly connected with right diagonal brace 5;Preferred scheme, 6 one side of left column
It is additionally provided with the left side diagonal web member 8 that one end is fixedly connected with 6 lower end of left column and the other end is fixedly connected with left 4 middle part of diagonal brace;
7 one side of right column is additionally provided with that one end is fixedly connected with 7 lower end of right column and the other end is fixedly connected with 5 middle part of right diagonal brace
Right side diagonal web member 9.Prefabricated sizing reinforcing bar card edge can be prevented by being arranged on the left side lower boom 10 and right side lower boom 11
Sealing platform template is laid with the positioning sleeve 15 of direction movement, and the surface of the positioning sleeve 15 is provided with integrally formed with positioning sleeve 15
Tapered protrusion.The crossbeam 1 that winds up, lower edge crossbeam 2, web member support 3, left and right diagonal brace, left and right sides lower boom, left and right skew back abdomen
Bar, left and right pillar make of the two level steel of Φ 16.
The prefabricated sizing reinforcing bar card further includes the lower mouth template fixing card that mouth under sealing platform template is fixed, described
Lower mouth template fixing card includes the lower mouth template fixing card left column 12 that lower end stretched in floor and lower end enters to floor
And the lower mouth template fixing card right column 13 being arranged in parallel with the lower mouth template fixing card left column 12;The lower mouth template is consolidated
Determine card left column 12 and lower mouth template fixing card right column 13 top be provided with lower mouth template fixing card left column 12 and under
The lower mouth template fixing card crossbeam 14 that mouth template fixing card right column 13 is vertically fixedly connected.
The 3 stretching lower edge crossbeam 2 of web member support of the prefabricated sizing reinforcing bar has 50mm, for fixing left and right side template suitable for reading;
The lower mouth template fixing card left column 12 and lower mouth template fixing card right column 13, which stretch out lower mouth template fixing card crossbeam 14, to be had
50mm, for fixed lower mouth or so side template, the lower mouth template fixing card left column 12 and lower mouth template fixing card right column
Clear distance a=sealing platform width -32mm between 13, it is left that the lower mouth template fixing card crossbeam 14 stretches out lower mouth template fixing card
The length of column 12 and lower mouth template fixing card right column 13 is 65mm, for controlling the sedimentation of top sealing platform mould and support
First of flitch, the structure and right diagonal brace 5, the oblique abdomen in right side that left diagonal brace 4, left side diagonal web member 8 are composed with left side lower boom 10
Bar 9 can effectively ensure that the stability of prefabricated sizing reinforcing bar card with the structure that right side lower boom 11 is composed, meanwhile, left side lower edge
Bar 10 and right side lower boom 11 can effectively control the thickness of side floor and the height of sealing platform.According to concrete sealing platform mould
Length is equidistantly fixedly mounted, and concrete sealing platform mould is equally spaced prefabricated sizing reinforcing bar card, spacing after installation is complete
500mm together, can effectively ensure that the rigidity and stability of template.
The preferred embodiment of the upper only utility model, is not intended to limit the utility model, all in this practicality
Within new spirit and principle, any modifications, equivalent replacements and improvements are made should be included in the guarantor of the utility model
Within the scope of shield.
Claims (6)
1. a kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould, it is characterised in that:The prefabricated sizing reinforcing bar card is used
It is fixed in sealing platform template, which includes formwork fastening clips suitable for reading, and the upper mouth template is fixed
Card includes the crossbeam that winds up, lower edge crossbeam, web member support, and the lower edge crossbeam parallel arrangement is described in the lower part for the crossbeam that winds up
The left end of crossbeam and lower edge crossbeam of winding up vertically is fixedly connected with left column, and the right end of wind up crossbeam and the lower edge crossbeam is vertical
Right column is fixedly connected with, the web member support is provided with two and is arranged in parallel between left column and right column;The left side
Column lower end is provided with the perpendicular left side lower boom being fixedly connected, and the left column one side is provided with upper end and the crossbeam that winds up
It is fixedly connected and left diagonal brace that lower end is fixedly connected with left side lower boom, the left column one side is additionally provided with one end and left column
The left side diagonal web member that lower end is fixedly connected and the other end is fixedly connected with left diagonal brace;The right column lower end is provided with perpendicular
The right side lower boom being fixedly connected, the right column one side are provided with upper end and are fixedly connected with the crossbeam that winds up and under lower end and right side
The right diagonal brace that chord member is fixedly connected, the right column one side be additionally provided with one end be fixedly connected with right column lower end and the other end with
The right side diagonal web member that right diagonal brace is fixedly connected;Prefabricated sizing can be prevented by being arranged on the left side lower boom and right side lower boom
Reinforcing bar card is laid with the positioning sleeve moved in direction along sealing platform template;The prefabricated sizing reinforcing bar card has been further included to sealing platform template
The lower mouth template fixing card that lower mouth is fixed.
2. the prefabricated sizing reinforcing bar card according to claim 1 for concrete sealing platform mould, it is characterised in that:On described
The length of string crossbeam is identical with the length of lower edge crossbeam.
3. the prefabricated sizing reinforcing bar card according to claim 1 for concrete sealing platform mould, it is characterised in that:It is described fixed
The surface of position set is provided with and the integrally formed tapered protrusion of positioning sleeve.
4. the prefabricated sizing reinforcing bar card according to claim 1 for concrete sealing platform mould, it is characterised in that:The left side
It is oblique that column one side is additionally provided with the left side that one end is fixedly connected with left column lower end and the other end and left diagonal brace middle part are fixedly connected
Web member;The right column one side is additionally provided with one end and is fixedly connected and fixed in the middle part of the other end and right diagonal brace connects with right column lower end
The right side diagonal web member connect.
5. the prefabricated sizing reinforcing bar card according to claim 1 for concrete sealing platform mould, it is characterised in that:Under described
Mouth template fixing card include lower end stretch to the lower mouth template fixing card left column in floor and lower end enter in floor and with
The lower mouth template fixing card right column that the lower mouth template fixing card left column is arranged in parallel.
6. the prefabricated sizing reinforcing bar card according to claim 5 for concrete sealing platform mould, it is characterised in that:Under described
The top of mouth template fixing card left column and lower mouth template fixing card right column be provided with lower mouth template fixing card left column and
The lower mouth template fixing card crossbeam that lower mouth template fixing card right column is vertically fixedly connected.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721426929.6U CN207392747U (en) | 2017-10-31 | 2017-10-31 | A kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721426929.6U CN207392747U (en) | 2017-10-31 | 2017-10-31 | A kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207392747U true CN207392747U (en) | 2018-05-22 |
Family
ID=62327625
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721426929.6U Expired - Fee Related CN207392747U (en) | 2017-10-31 | 2017-10-31 | A kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207392747U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109763573A (en) * | 2019-01-16 | 2019-05-17 | 江苏金芙蓉环保装饰产业有限公司 | A kind of water stopping thresholds and its construction method |
CN115928879A (en) * | 2022-11-01 | 2023-04-07 | 中亿丰建设集团股份有限公司 | Assembled reinforced concrete structure beam node |
-
2017
- 2017-10-31 CN CN201721426929.6U patent/CN207392747U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109763573A (en) * | 2019-01-16 | 2019-05-17 | 江苏金芙蓉环保装饰产业有限公司 | A kind of water stopping thresholds and its construction method |
CN109763573B (en) * | 2019-01-16 | 2021-04-27 | 江苏金芙蓉环保装饰产业有限公司 | Water stop ridge and construction method thereof |
CN115928879A (en) * | 2022-11-01 | 2023-04-07 | 中亿丰建设集团股份有限公司 | Assembled reinforced concrete structure beam node |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106088662B (en) | Concrete frame structure Vierendeel girder, superimposed sheet Construction of Supporting method | |
CN105625186B (en) | A kind of heavy in section concrete Y shape pillar construction method | |
CN109403456B (en) | Steel corbel embedded structure and construction method thereof | |
CN104563494A (en) | Transformation supporting system for socket disc-lock steel tube support and construction method | |
CN206438529U (en) | Beam and slab type raft foundation formwork support structure | |
CN110552502A (en) | Construction method of C-shaped stock yard intermediate retaining wall overhanging platform | |
CN207392747U (en) | A kind of prefabricated sizing reinforcing bar card for concrete sealing platform mould | |
CN204475846U (en) | A kind of conversion support system for socket joint dish button steel tube frame | |
CN205476458U (en) | Post -cast strip high formwork structure | |
CN207700669U (en) | A kind of bracing means of builder's jack and laminated floor slab | |
CN105317052A (en) | Tower crane foundation bolt fixing method | |
CN206396966U (en) | A kind of assembled laminated floor slab plate seam node component | |
CN206636168U (en) | Overhanging type scaffold system | |
CN203238950U (en) | Concrete beam formwork supported by trusses suspended in air | |
CN205134664U (en) | A upper and lower double -deck concrete slab structure for girder steel | |
CN204000885U (en) | Metro Deep Excavation concrete support hangs mould mould | |
CN106760486A (en) | Exterior wall mould and its erection method in foundation ditch | |
CN207277211U (en) | Large steel pipe truss for bent cap cast-in-place construction | |
CN202596161U (en) | Combined formwork device of HR heavy type gantry and reinforced concrete temporary structural column | |
CN207244633U (en) | Brick retaining wall steel bar girder hardened system on foundation pit enclosure top beam | |
CN109518861A (en) | A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall | |
CN205955197U (en) | A fixing device that be used for prefabricated non - design of bench, can all rotary die boards | |
CN214459673U (en) | Tower limb sealing section construction support | |
CN102691409A (en) | HR (height regulation) heavy portal frame and temporary reinforced concrete column jointed formwork erecting device and construction method | |
CN108098978A (en) | A kind of assembled underground pipe gallery epimere producing device and production method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180522 Termination date: 20191031 |
|
CF01 | Termination of patent right due to non-payment of annual fee |