CN201165756Y - Single side wall moulding board apparatus - Google Patents
Single side wall moulding board apparatus Download PDFInfo
- Publication number
- CN201165756Y CN201165756Y CNU200720187454XU CN200720187454U CN201165756Y CN 201165756 Y CN201165756 Y CN 201165756Y CN U200720187454X U CNU200720187454X U CN U200720187454XU CN 200720187454 U CN200720187454 U CN 200720187454U CN 201165756 Y CN201165756 Y CN 201165756Y
- Authority
- CN
- China
- Prior art keywords
- lateral wall
- panel assembly
- channel
- template
- assembly according
- 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 - Lifetime
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G2011/067—Integrated forms comprising shuttering skin, bracing or strutting arrangements, workplatforms and railings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a single-side wall template device, which comprises a plurality of right-angled triangle template support units. A tensioning device is arranged at one end of the template adjacent to the lower part of the support unit; a height adjusting device is arranged at one end far away from the template. The fixation and the adjustment of the verticality operation can be conveniently performed to the template device, and the phenomenon of template shift and burst can not be caused. Further more, a heightening knob and a heightening unit are arranged, thus the single-side wall template device can be flexibly assembled, and can be suitable for different occasions, the construction is convenient, and the working hours can be saved.
Description
Technical field
The utility model relates to a kind of construction formwork, relates in particular to a kind of lateral wall phantom panel assembly.
Background technology
In lateral wall body concrete pouring construction, as slope wall, outer wall of basement etc., need single side formwork, because there is not through-wall bolt to resist concrete lateral pressure, thereby bring bigger difficulty to template construction.Existing one-sided wall form exists construction cumbersome, the recruitment waste, and the time race mould is arranged, quick-fried mould phenomenon takes place.
Summary of the invention
The purpose of this utility model provides a kind of easy construction and can not run the lateral wall phantom panel assembly of mould.
The purpose of this utility model is achieved through the following technical solutions:
Lateral wall phantom panel assembly of the present utility model, comprise template, falsework, described falsework comprises a plurality of carrier units, described carrier unit comprises vertical rack, horizontal stand, inclined support, described vertical rack, horizontal stand and inclined support form right angle triangular structure, the place, right angle of described triangular structure of right angle is provided with positioner, and described positioner comprises pre-buried bar, and the rear end of described pre-buried bar is connected with take-up device.
The technical scheme that is provided by above-mentioned the utility model as can be seen, lateral wall phantom panel assembly described in the utility model, because falsework comprises a plurality of carrier units, the vertical rack of carrier unit, horizontal stand and inclined support form right angle triangular structure, the place, right angle of triangular structure of right angle is provided with positioner, positioner comprises pre-buried bar, and the rear end of pre-buried bar is connected with take-up device.During construction, can be earlier that pre-buried bar is pre-buried, then, whole lateral wall phantom panel assembly is fixed easy construction and can not run mould by take-up device.
Description of drawings
Fig. 1 is the perspective view of lateral wall phantom panel assembly of the present utility model;
Fig. 2 is the schematic side view of lateral wall phantom panel assembly of the present utility model;
Fig. 3 is an A portion zoomed-in view among Fig. 2;
Fig. 4 is for the utility model medium-height trestle unit and increase joint package assembly decomposing schematic representation;
Fig. 5 is for the utility model medium-height trestle unit and increase the unit mounting structure decomposing schematic representation.
The specific embodiment
Lateral wall phantom panel assembly of the present utility model, its preferable specific embodiment comprises template 2, falsework as shown in Figure 1, and falsework comprises a plurality of carrier units 1, and a plurality of carrier units 1 are connected with template 2, and template 2 is played a supportive role.
As shown in Figure 2, carrier unit 1 comprises vertical rack 3, horizontal stand 4, inclined support 5, and vertical rack 3 is used for being connected with template 2, vertical rack 3, horizontal stand 4 and inclined support 5 form right angle triangular structures.The place, right angle of the triangular structure of right angle that constitutes is provided with positioner.
As shown in Figure 3, described positioner comprises pre-buried bar 9, and the rear end of pre-buried bar 9 is connected with take-up device.
Take-up device comprises support member 6, outside connecting rod 12, and outside connecting rod 12 passes support member 6, and the front end of outside connecting rod 12 is connected with the rear end of pre-buried bar 9; The rear end of support member 6 is provided with locking nut 14.Support member 6 is located at horizontal stand 4 and vertical rack 3 form right angle places.
Be provided with the channel-section steel pad between locking nut 14 and the support member 6, channel-section steel pad 8 comprises two channel-section steels back-to-back, and the bottom of two channel-section steels is left the slit and connected by contiguous block 23;
Pre-buried bar 9 buries bar for L shaped reinforcing bar, and its rear end has external screw thread; The front end of outside connecting rod 12 has external screw thread, and the front end of the rear end of pre-buried bar 9 and outside connecting rod 12 is by attaching nut's 10 bolts.Attaching nut 10 middle part is equipped with a pin 11.The front end of outside connecting rod 12 can pass pad 13, channel-section steel pad 8 and locking nut 14 bolts.
When building ground, will be in perpendicular and minor face L shaped pre-buried bar 9 down be cast in the ground, channel-section steel pad 8 places on the support member 6 at place, right angle, right-angled triangle falsework unit, the pre-buried bar 9 one ends attaching nut 10 that screws on, withstands pin 11 up to pre-reason bar 9; Outside connecting rod 12 is passed pad 13, channel-section steel pad 8 and attaching nut's 10 bolts, and outside connecting rod 12 other ends are by locking nut 14 lockings.And the vertical rack 3 of falsework is fixed together with template 2, so triangle falsework unit 1 buries the fixing of bar 9 and can not move because have when building outer wall of basement, so mould, quick-fried mould phenomenon can not occur running, and construction is quite convenient, saves man-hour.
As shown in Figure 4, vertical rack 3 comprises that two channel-section steels, 25, two channel-section steels 25 are provided with back-to-back, leaves the slit between two channel-section steels 25, and the bottom is connected by contiguous block.Vertical rack 3 upper ends are connected with one and increase joint 22, increase joint 22 the structure and the structural similarity of vertical rack 3, comprise two short channel-section steels, and two lack channel-section steels is provided with back-to-back, between leave the gap, and connect by contiguous block.
Increase joint 22 the lower end and the upper end of vertical rack 3 and be respectively equipped with a junction plate 17, junction plate 17 is provided with corresponding bolt hole, can connect by bolt between the junction plate 17, makes to increase joint 22 and link together with vertical rack 3.Like this, the height of the utility model lateral wall phantom panel assembly can be regulated in more among a small circle, build the differing heights body of wall to be applicable to.
As shown in Figure 5, the lower end of each right-angled triangle falsework unit 1 can be connected with one and increases unit 18 as required, increase unit 18 and be ladder structure of right angle, the below at the two ends of the horizontal stand 4 in the right-angled triangle falsework unit 1 is fixed with junction plate 17 respectively; The last horizontal sides 19 of increasing unit 18 is corresponding with the length of horizontal stand 4, and the top of going up the two ends of horizontal sides 19 equally is fixed with junction plate 17 respectively, has the corresponding bolt hole in position on the junction plate 17.
Equally, the end near template 2 is provided with take-up device in the bottom of increasing unit 18; End away from template 2 is provided with arrangement for adjusting height.
Lateral wall phantom panel assembly of the present utility model comprises a plurality of right-angled triangle falseworks unit, and the end in the bottom of carrier unit near template is provided with take-up device; End away from template is provided with arrangement for adjusting height.Can fix whole plate device very easily and vertically degree adjusting, mould, quick-fried mould phenomenon can not occur running.And be provided with increase the joint and increase the unit, it is quite convenient construct, the saving man-hour.
The above; it only is the preferable specific embodiment of the utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement all should be encompassed within the protection domain of the present utility model.
Claims (10)
1, a kind of lateral wall phantom panel assembly, comprise template, falsework, it is characterized in that, described falsework comprises a plurality of carrier units, described carrier unit comprises vertical rack, horizontal stand, inclined support, described vertical rack, horizontal stand and inclined support form right angle triangular structure, and the place, right angle of described triangular structure of right angle is provided with positioner, described positioner comprises pre-buried bar, and the rear end of described pre-buried bar is connected with take-up device.
2, lateral wall phantom panel assembly according to claim 1 is characterized in that described take-up device comprises support member, outside connecting rod, and described outside connecting rod passes described support member,
The front end of described outside connecting rod is connected with the rear end of described pre-buried bar; The rear end of described outside connecting rod is provided with locking nut.
3, lateral wall phantom panel assembly according to claim 2, it is characterized in that, be provided with the channel-section steel pad between described locking nut and the described support member, described channel-section steel pad comprises two blocks of channel-section steels, connect by contiguous block between described two blocks of channel-section steels, be provided with the slit between described two blocks of channel-section steels, described outside connecting rod passes from described slit.
4, lateral wall phantom panel assembly according to claim 2 is characterized in that, the rear end of described pre-buried bar is connected by the attaching nut with the front end of described support bar.
5, lateral wall phantom panel assembly according to claim 1, it is characterized in that: described horizontal stand is provided with arrangement for adjusting height away from an end of described template.
6, lateral wall phantom panel assembly according to claim 5, it is characterized in that: described arrangement for adjusting height comprises nut, ball stud, base, described nut is fixed on the described horizontal stand, described ball stud and the engagement of described nut, an end that has bulb of described ball stud is put into described base.
7, lateral wall phantom panel assembly according to claim 6, it is characterized in that: described base comprises channel-section steel, the opening of described channel-section steel seals by base plate, the back side of described channel-section steel has through hole, described ball stud passes described through hole, and an end that has bulb of described ball stud is put into the cavity of described channel-section steel and described base plate formation.
8, lateral wall phantom panel assembly according to claim 1 is characterized in that, described vertical rack upper end is connected with increases joint.
9, lateral wall phantom panel assembly according to claim 1 is characterized in that, the horizontal stand of described carrier unit is connected with increases the unit, and the described unit of increasing is a ladder structure of right angle.
10, lateral wall phantom panel assembly according to claim 9 is characterized in that, a described end of increasing the close described template in bottom of unit is provided with take-up device; End away from described template is provided with arrangement for adjusting height.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU200720187454XU CN201165756Y (en) | 2007-12-25 | 2007-12-25 | Single side wall moulding board apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU200720187454XU CN201165756Y (en) | 2007-12-25 | 2007-12-25 | Single side wall moulding board apparatus |
Publications (1)
Publication Number | Publication Date |
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CN201165756Y true CN201165756Y (en) | 2008-12-17 |
Family
ID=40191141
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU200720187454XU Expired - Lifetime CN201165756Y (en) | 2007-12-25 | 2007-12-25 | Single side wall moulding board apparatus |
Country Status (1)
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CN (1) | CN201165756Y (en) |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102352607A (en) * | 2011-10-28 | 2012-02-15 | 中铁四局集团第四工程有限公司 | Full water stopping side wall template system |
CN104453224A (en) * | 2014-10-24 | 2015-03-25 | 中国建筑第四工程局有限公司 | Formwork support structure of basement exterior wall and construction method of formwork support structure |
CN104863364A (en) * | 2015-05-29 | 2015-08-26 | 中冶天工上海十三冶建设有限公司 | Installation method for one-side formwork of concrete wall |
CN105317191A (en) * | 2015-02-11 | 2016-02-10 | 中建四局第三建筑工程有限公司 | Temporary fixing method of prefabricated external wall panel and temporary fixing structure of prefabricated external wall panel |
CN105781100A (en) * | 2016-04-28 | 2016-07-20 | 中国水利水电第八工程局有限公司 | Template component for sidewall of subway station |
CN106760486A (en) * | 2017-03-17 | 2017-05-31 | 中铁隧道集团有限公司 | Exterior wall mould and its erection method in foundation ditch |
CN106906841A (en) * | 2017-04-01 | 2017-06-30 | 中铁二局集团有限公司 | One kind is used for lateral wall form bracing system construction |
CN107587716A (en) * | 2017-09-07 | 2018-01-16 | 福建建中建设科技股份有限公司 | A kind of unilateral support shuttering truss and its assembly method |
CN108002288A (en) * | 2017-12-10 | 2018-05-08 | 建研地基基础工程有限责任公司 | A kind of horizontal directional drilling machine assembled hoistable platform for the construction of tunnel vertical duct curtain |
CN111021414A (en) * | 2019-12-31 | 2020-04-17 | 天津新亚太工程建设监理有限公司 | Template support assembly for subway station side wall and supervision method thereof |
CN111305262A (en) * | 2020-02-24 | 2020-06-19 | 中国建筑第二工程局有限公司 | Construction method for tool type formwork on single side of comprehensive pipe gallery |
CN111411636A (en) * | 2020-03-30 | 2020-07-14 | 凌勇 | Soil slope protection construction method and triangular framework reinforced concrete retaining wall |
CN111535196A (en) * | 2020-05-19 | 2020-08-14 | 刘赞 | Bridge building templates link for civil engineering |
CN113027118A (en) * | 2021-03-01 | 2021-06-25 | 中建二局第三建筑工程有限公司 | Can have enough to meet need and loose unilateral formwork steel support of piece together formula |
-
2007
- 2007-12-25 CN CNU200720187454XU patent/CN201165756Y/en not_active Expired - Lifetime
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102352607A (en) * | 2011-10-28 | 2012-02-15 | 中铁四局集团第四工程有限公司 | Full water stopping side wall template system |
CN104453224A (en) * | 2014-10-24 | 2015-03-25 | 中国建筑第四工程局有限公司 | Formwork support structure of basement exterior wall and construction method of formwork support structure |
CN105317191A (en) * | 2015-02-11 | 2016-02-10 | 中建四局第三建筑工程有限公司 | Temporary fixing method of prefabricated external wall panel and temporary fixing structure of prefabricated external wall panel |
CN104863364A (en) * | 2015-05-29 | 2015-08-26 | 中冶天工上海十三冶建设有限公司 | Installation method for one-side formwork of concrete wall |
CN105781100B (en) * | 2016-04-28 | 2019-03-08 | 中国水利水电第八工程局有限公司 | Template component for subway station side wall |
CN105781100A (en) * | 2016-04-28 | 2016-07-20 | 中国水利水电第八工程局有限公司 | Template component for sidewall of subway station |
CN106760486A (en) * | 2017-03-17 | 2017-05-31 | 中铁隧道集团有限公司 | Exterior wall mould and its erection method in foundation ditch |
CN106906841A (en) * | 2017-04-01 | 2017-06-30 | 中铁二局集团有限公司 | One kind is used for lateral wall form bracing system construction |
CN106906841B (en) * | 2017-04-01 | 2019-02-12 | 中铁二局集团有限公司 | One kind being used for lateral wall form bracing system construction |
CN107587716A (en) * | 2017-09-07 | 2018-01-16 | 福建建中建设科技股份有限公司 | A kind of unilateral support shuttering truss and its assembly method |
CN108002288A (en) * | 2017-12-10 | 2018-05-08 | 建研地基基础工程有限责任公司 | A kind of horizontal directional drilling machine assembled hoistable platform for the construction of tunnel vertical duct curtain |
CN111021414A (en) * | 2019-12-31 | 2020-04-17 | 天津新亚太工程建设监理有限公司 | Template support assembly for subway station side wall and supervision method thereof |
CN111305262A (en) * | 2020-02-24 | 2020-06-19 | 中国建筑第二工程局有限公司 | Construction method for tool type formwork on single side of comprehensive pipe gallery |
CN111411636A (en) * | 2020-03-30 | 2020-07-14 | 凌勇 | Soil slope protection construction method and triangular framework reinforced concrete retaining wall |
CN111535196A (en) * | 2020-05-19 | 2020-08-14 | 刘赞 | Bridge building templates link for civil engineering |
CN111535196B (en) * | 2020-05-19 | 2021-08-03 | 嘉兴德基机械设计有限公司 | Bridge building templates link for civil engineering |
CN113027118A (en) * | 2021-03-01 | 2021-06-25 | 中建二局第三建筑工程有限公司 | Can have enough to meet need and loose unilateral formwork steel support of piece together formula |
CN113027118B (en) * | 2021-03-01 | 2021-12-14 | 中建二局第三建筑工程有限公司 | Can have enough to meet need and loose unilateral formwork steel support of piece together formula |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20081217 |
|
CX01 | Expiry of patent term |