CN206581594U - A kind of wall outer side template bottom mortar leakage prevention structure - Google Patents
A kind of wall outer side template bottom mortar leakage prevention structure Download PDFInfo
- Publication number
- CN206581594U CN206581594U CN201720311308.7U CN201720311308U CN206581594U CN 206581594 U CN206581594 U CN 206581594U CN 201720311308 U CN201720311308 U CN 201720311308U CN 206581594 U CN206581594 U CN 206581594U
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- CN
- China
- Prior art keywords
- wall
- plate
- structural beams
- exterior sheathing
- supporting plate
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Abstract
The utility model discloses a kind of wall outer side template bottom mortar leakage prevention structure, including the exterior sheathing located at structural beams or wall outer side face, a support beam is provided with the lower section of exterior sheathing, the support beam includes horizontally disposed supporting plate and the location-plate being vertically arranged, and the location-plate is fixedly connected by some split bolts for being distributed along its length and running through structural beams or wall with structural beams or wall；The screw rod being provided with along its length on the supporting plate supports the bottom of exterior sheathing；In the top of supporting plate, the side of remotely located plate is provided with a pressing plate, and in the presence of pressing plate, exterior sheathing is close to the lateral surface of structural beams or wall；Sealing joint strip is additionally provided between exterior sheathing and structural beams or the lateral surface of wall, the sealing joint strip is close to structural beams or the top edge of wall.The utility model is simple in construction, wall outer side template bottom spillage can be effectively prevented, so as to improve concrete walls weight.
Description
Technical field
The utility model is related to technical field of building construction, more particularly to a kind of wall outer side template bottom mortar leakage prevention knot
Structure.
Background technology
At present, in skyscraper, wall, beam column etc. are mostly molded using concreting.In building construction process,
Especially carried out again in walls concrete casting process in structural beams or wall, be typically first to put up inner template and and structural beams
Or the top surface of wall is fixed, then outboard template is fixed by liner and split bolt, then to injection concrete on the inside of template, treated
Form removal is carried out after concrete setting again.But because in work progress, outboard template is usually located at the outside of structural beams or wall, its
Lower section needs to set support beam to be supported, but effect and structural beams or wall of the bottom only by split bolt of outboard template
Lateral surface is against so, during cast concrete exterior wall, the slurries between inner and outer template are easy for from exterior sheathing bottom and structural beams
Or the seam between the lateral surface of wall is spilt, so that the smooth of concrete exterior wall can be influenceed, it more can cause to pour the exterior wall outpoured
There is concrete quality problem, cause concrete the generation of the common quality defects such as dusting, honeycomb, pitted skin occur.
In addition, current support beam mostly uses flitch, fixed on the wall by nail in construction, although can be external
Side template is supported, but the flatness of such support beam is difficult to ensure that, and its bearing capacity and stability are all poor,
Wall quality is influenceed, and it is also more troublesome to construct.
Utility model content
For deficiencies of the prior art, the purpose of this utility model is that solving wall outer side template bottom holds
The problem of easy spillage, there is provided a kind of wall outer side template bottom mortar leakage prevention structure, can effectively prevent wall outer side template bottom
Spillage, so as to improve concrete walls weight.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is such：A kind of wall outer side mould
Plate bottom mortar leakage prevention structure, including inner template located at structural beams or wall top surface and located at the outer of structural beams or wall outer side face
Template, the exterior sheathing is connected by Screw arbor with nut at both-ends with inner template, it is characterised in that：In the lower section of exterior sheathing provided with a support
Beam, the support beam includes horizontally disposed supporting plate and the location-plate being vertically arranged, wherein, the location-plate is located at supporting plate
Lower section, and be fixedly connected with the side of supporting plate, the location-plate is distributed and through structural beams or wall along its length by some
Split bolt be fixedly connected with structural beams or wall；
It is provided with some regulating bolts along its length on the supporting plate, the regulating bolt coordinates phase with supporting plate screw thread
Even, its screw rod supports the bottom of exterior sheathing after passing through supporting plate from bottom to up；The remotely located plate in the top of supporting plate
Side is provided with a pressing plate, and in the presence of pressing plate, exterior sheathing is close to the lateral surface of structural beams or wall；
Sealing joint strip is additionally provided between exterior sheathing and structural beams or the lateral surface of wall, the sealing joint strip is close to structure
The top edge of beam or wall.
Further, some hold-down bolts are provided with along its length on pressing plate, the hold-down bolt is matched somebody with somebody with pressing plate screw thread
Close and be connected, its screw rod compresses exterior sheathing after passing through pressing plate.
Further, the sealing joint strip thickness is 1-2mm.
Further, the support beam uses channel-section steel or angle steel.
Compared with prior art, the utility model has the following advantages that：
1st, it is simple in construction, support beam is fixed with structural beams or wall by Screw arbor with nut at both-ends, so that the stabilization of support beam
Property more preferably, reliability is higher, and bearing capacity is stronger；And support beam use to draw spiral shell bolt is fixed, easy construction also,
Detachably it is recycled for multiple times, so as to effectively reduce from cost.
The 2nd, pressing plate is set in support beam, and is compressed exterior sheathing by the pressing plate, exterior sheathing is both supported, further through pre-
Pressure exterior sheathing bottom makes the lateral surface that it is close to structural beams or wall, and exterior sheathing and structural beams or wall lateral surface it
Between sealing joint strip is set so that effectively mortar leakage prevention.
The 3rd, regulating bolt is set in support beam, so as to the levelness of regulation exterior sheathing in time, consequently facilitating template
Installation, while further improve concrete gun body Forming Quality.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
The enlarged drawing that Fig. 2 is part A in Fig. 1.
In figure：1-structural beams or wall, 2-exterior sheathing, 3-support beam, 31-location-plate, 32-supporting plate, 4-right
Draw bolt, 5-regulating bolt, 6-pressing plate, 7-sealing joint strip.
Embodiment
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment：Referring to Fig. 1, Fig. 2, a kind of wall outer side template bottom mortar leakage prevention structure, including located at structural beams or wall
The inner template of the top surface of body 1 and located at structural beams or the exterior sheathing 2 of the lateral surface of wall 1, the exterior sheathing 2 by Screw arbor with nut at both-ends with it is interior
Template is connected.
A support beam 3 is provided with the lower section of exterior sheathing 2, the support beam 3 includes horizontally disposed supporting plate 32 and vertical
The location-plate 31 of setting, wherein, the location-plate 31 is located at the lower section of supporting plate 32, and is fixedly connected with the side of supporting plate 32,
The location-plate 31 is distributed and solid through the split bolt 4 and structural beams or wall 1 of structural beams or wall 1 along its length by some
Fixed connection；Support beam 3 is fixed with structural beams or wall 1 by Screw arbor with nut at both-ends, so that the stability of support beam 3 is more preferably, can
Higher by property, bearing capacity is stronger；And support beam 3 is using to drawing spiral shell bolt to be fixed, easy construction also, detachable many
It is secondary to recycle, so as to effectively reduce from cost.When it is implemented, the support beam 3 uses channel-section steel or angle steel；Not only cost is low
It is honest and clean, and process cheap, construct also more convenient, fast.
It is provided with some regulating bolts 5, the regulating bolt 5 and the screw thread of supporting plate 32 along its length in supporting plate 32
Coordinate and be connected, its screw rod supports the bottom of exterior sheathing 2 after passing through supporting plate 32 from bottom to up；It is outer so as to regulation in time
The levelness of template 2, consequently facilitating the installation of template, while further improving the Forming Quality of concrete gun body.In branch
The side of the remotely located plate 31 in top of fagging 32 is provided with a pressing plate 6, in the presence of pressing plate 6, exterior sheathing 2 and structural beams or wall
The lateral surface of body 1 is close to；Exterior sheathing 2 is compressed by the pressing plate 6, so that support beam 3 had both supported exterior sheathing 2, further through
The bottom of precompressed exterior sheathing 2 makes the lateral surface that it is close to structural beams or wall 1.To improve the strength and stability of pressing plate 6, in pressing plate
A stiffener plate is additionally provided between 6 outsides and supporting plate 32.Further to improve compression effect and adapting to the outer of different-thickness
Template 2, is provided with some hold-down bolts along its length on pressing plate 6, and the hold-down bolt coordinates with the screw thread of pressing plate 6 and is connected, its
Screw rod compresses exterior sheathing 2 after passing through pressing plate 6.It is right in the lower section of supporting plate 32 and the outside of pressing plate 6 during practice of construction
Regulating bolt 5 and hold-down bolt are answered, is respectively welded and is fixed with nut, the regulating bolt 5 and hold-down bolt and corresponding nut
Screw thread, which coordinates, to be connected, so that stability is more preferably, and processes more convenient.
Sealing joint strip 7 is additionally provided between the lateral surface of exterior sheathing 2 and structural beams or wall 1, the sealing joint strip 7 is close
The top edge of structural beams or wall 1.So after the lateral surface of exterior sheathing 2 and structural beams or wall 1 is compressed, compression seal glue
Bar 7, deforms sealing joint strip 7, so that by the clearance seal between exterior sheathing 2 and structural beams or wall 1, with effective anti-leak-stopping
Slurry.Wherein, the thickness of sealing joint strip 7 is 1-2mm, and because the thickness of sealing joint strip 7 is relatively low, after compression, its thickness is further
Reduction, so as to avoid influenceing the Forming Quality of wall because of the use of sealing joint strip 7；To make construction more facilitate, the fluid sealant
Bar 7 uses double-sided tape, and the existing lateral surface by the double-sided tape and structural beams or wall 1 is pasted during construction, then installs support beam 3
And exterior sheathing 2, so that efficiency of construction is effectively improved, and cost is cheaper.
Finally it should be noted that above example is only to illustrate the technical solution of the utility model rather than restriction technologies
Scheme, it will be understood by those within the art that, those modify or equivalent to the technical solution of the utility model
Replace, without departing from the objective and scope of the technical program, all should cover among right of the present utility model.
Claims (4)
1. a kind of wall outer side template bottom mortar leakage prevention structure, including inner template located at structural beams or wall top surface and located at knot
Structure beam or the exterior sheathing in wall outer side face, the exterior sheathing are connected by Screw arbor with nut at both-ends with inner template, it is characterised in that：In external mold
The lower section of plate is provided with a support beam, and the support beam includes horizontally disposed supporting plate and the location-plate being vertically arranged, wherein, institute
Location-plate is stated below supporting plate, and is fixedly connected with the side of supporting plate, the location-plate is distributed along its length by some
And be fixedly connected through the split bolt of structural beams or wall with structural beams or wall；
It is provided with some regulating bolts along its length on the supporting plate, the regulating bolt coordinates with supporting plate screw thread and is connected,
Its screw rod supports the bottom of exterior sheathing after passing through supporting plate from bottom to up；In the side of the remotely located plate in the top of supporting plate
Provided with a pressing plate, in the presence of pressing plate, exterior sheathing is close to the lateral surface of structural beams or wall；
Be additionally provided with sealing joint strip between exterior sheathing and structural beams or the lateral surface of wall, the sealing joint strip close to structural beams or
The top edge of wall.
2. a kind of wall outer side template bottom mortar leakage prevention structure according to claim 1, it is characterised in that：The edge on pressing plate
Its length direction is provided with some hold-down bolts, and the hold-down bolt coordinates with pressing plate screw thread and is connected, and its screw rod is passed through will be outer after pressing plate
Template is compressed.
3. a kind of wall outer side template bottom mortar leakage prevention structure according to claim 1, it is characterised in that：The fluid sealant
Bar thickness is 1-2mm.
4. a kind of wall outer side template bottom mortar leakage prevention structure according to claim 1, it is characterised in that：The support beam
Using channel-section steel or angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720311308.7U CN206581594U (en) | 2017-03-28 | 2017-03-28 | A kind of wall outer side template bottom mortar leakage prevention structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720311308.7U CN206581594U (en) | 2017-03-28 | 2017-03-28 | A kind of wall outer side template bottom mortar leakage prevention structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206581594U true CN206581594U (en) | 2017-10-24 |
Family
ID=60114312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720311308.7U Expired - Fee Related CN206581594U (en) | 2017-03-28 | 2017-03-28 | A kind of wall outer side template bottom mortar leakage prevention structure |
Country Status (1)
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| CN (1) | CN206581594U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108381753A (en) * | 2018-07-06 | 2018-08-10 | 湖南三快而居住宅工业有限公司 | The production method of precast concrete |
| CN108457470A (en) * | 2018-03-22 | 2018-08-28 | 浙江谊科建筑技术发展有限公司 | A kind of assembly and connection device of aluminum alloy mould plate and PC structures |
| CN109113336A (en) * | 2018-09-30 | 2019-01-01 | 重庆瑞鑫科五金制品有限公司 | A kind of telescopic aluminum alloy pattern plate external corner structure |
| CN109138411A (en) * | 2018-09-30 | 2019-01-04 | 重庆瑞鑫科五金制品有限公司 | A kind of telescopic external angle formwork |
| CN109706840A (en) * | 2018-12-26 | 2019-05-03 | 中国二冶集团有限公司 | Mouth bound edge pressing device under a kind of template |
-
2017
- 2017-03-28 CN CN201720311308.7U patent/CN206581594U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457470A (en) * | 2018-03-22 | 2018-08-28 | 浙江谊科建筑技术发展有限公司 | A kind of assembly and connection device of aluminum alloy mould plate and PC structures |
| CN108381753A (en) * | 2018-07-06 | 2018-08-10 | 湖南三快而居住宅工业有限公司 | The production method of precast concrete |
| CN109113336A (en) * | 2018-09-30 | 2019-01-01 | 重庆瑞鑫科五金制品有限公司 | A kind of telescopic aluminum alloy pattern plate external corner structure |
| CN109138411A (en) * | 2018-09-30 | 2019-01-04 | 重庆瑞鑫科五金制品有限公司 | A kind of telescopic external angle formwork |
| CN109113336B (en) * | 2018-09-30 | 2020-11-13 | 重庆瑞鑫科五金制品有限公司 | Telescopic aluminum template external corner structure |
| CN109138411B (en) * | 2018-09-30 | 2020-11-13 | 重庆瑞鑫科五金制品有限公司 | Telescopic external corner template |
| CN109706840A (en) * | 2018-12-26 | 2019-05-03 | 中国二冶集团有限公司 | Mouth bound edge pressing device under a kind of template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171024 Termination date: 20180328 |