CN206438769U - It is a kind of to prevent that cast-in-situ concrete beam bottom from rising the structure of mould - Google Patents
It is a kind of to prevent that cast-in-situ concrete beam bottom from rising the structure of mould Download PDFInfo
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- CN206438769U CN206438769U CN201621252336.8U CN201621252336U CN206438769U CN 206438769 U CN206438769 U CN 206438769U CN 201621252336 U CN201621252336 U CN 201621252336U CN 206438769 U CN206438769 U CN 206438769U
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- beam bottom
- transom
- cast
- mould
- mother plate
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 14
- 230000000630 rising effect Effects 0.000 title claims abstract description 8
- 241001663490 Dicologlossa cuneata Species 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 11
- 239000002699 waste material Substances 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model is related to the realm of building construction, and in particular to the anti-mode structure that rises of cast-in-situ concrete beam.Proposing a kind of prevents that cast-in-situ concrete beam bottom from rising the structure of mould, including beam bottom mother plate, side template, beam bottom mother plate is fastened by beam bottom transom and support frame, the side template of beams of concrete both sides is fixed by beam side transom and beam side centre keel, and using split bolt or fine setting screw rod fastening, the junction of beam bottom mother plate and side template, which forms wedge in the gap between the beam side transom at external corner, external corner and beam side centre keel, timber wedge, and timber wedge is adopted with beam side transom and nailed.The utility model is simple in construction, it is possible to increase work efficiency, it is to avoid traditional handicraft because beam bottom mother plate rises by mould or spillage and caused by waste of material and manpower consumption, improve the efficiency of beams of concrete construction, it is ensured that construction quality.
Description
Technical field
The utility model is related to the realm of building construction, and in particular to the anti-mode structure that rises of cast-in-situ concrete beam.
Background technology
With the fast development of China's economy, urbanization process is constantly being accelerated, and concrete construction is got in urban architecture
Come more common.Concrete blinding structure construction technology is increasingly subject to people as one of technology important in concrete structure construction
Concern.In existing cast-in-situ concrete beam construction, side template is fastened using split bolt or fine setting screw top, it is impossible to
Accomplish beam bottom board and side form junction external corner not spillage or the mould that do not rise completely.The matter such as the spillage of cast-in-situ concrete beam, the mould that rises
Amount problem, not only makes concrete structure impression quality after form removal poor, and has a strong impact on the overall progress of engineering, wastes a large amount of
Working sources.
The content of the invention
The purpose of this utility model is to overcome many deficiencies in traditional handicraft to prevent cast-in-situ concrete beam bottom there is provided one kind
Rise the structure of mould, and easy construction is workable, can avoid because asking for influence beams of concrete bottom impression quality occur in special circumstances
Topic, is worthy to be popularized.
The technical scheme that the utility model is used to achieve the above object is：Proposing one kind prevents cast-in-situ concrete beam
Rise the structure of mould at bottom, including beam bottom mother plate, side template, and beam bottom mother plate passes through beam bottom transom and support frame is fastened, concrete
The side template of beam both sides is fixed by beam side transom and beam side centre keel, and using split bolt or fine setting screw rod fastening,
The junction of beam bottom mother plate and side template is formed in the gap between the beam side transom at external corner, external corner and beam side centre keel
Wedge has timber wedge, and timber wedge is adopted with beam side transom and nailed.
The seam crossing of the beam bottom mother plate and side template is provided with sponge strip.
The sole length of the timber wedge is 60mm, and width is 40mm, and right angle edge lengths are 70mm.
The setting spacing of the timber wedge is 350mm~450mm.
The utility model at beams of concrete external corner the beam side transom of each split bolt or fine setting screw rod bearing with
Timber wedge is thrown between the centre keel of beam side to stopper, precompression is applied in advance to external corner part, and in casting concrete, outer tension is not
Precompression can be more than, so template will not produce displacement.To prevent timber wedge loosening from being fixed timber wedge with beam side transom with nail,
And in being installed at beam bottom and side template, it is ensured that beam bottom mother plate is withstood on side template, the seam of beam bottom mother plate and side template
Place's patch sponge strip.The utility model is simple in construction, it is possible to increase work efficiency, it is to avoid traditional handicraft rises mould or spillage because of beam bottom mother plate
And the waste of material caused and manpower consumption, improve the efficiency of beams of concrete construction, it is ensured that construction quality.
Brief description of the drawings
Fig. 1 is the beam form plate structure schematic diagram reinforced using split bolt；
Fig. 2 is the beam form plate structure schematic diagram reinforced using fine setting screw rod；
Fig. 3 is the A-A sectional views in Fig. 1 and Fig. 2；
Fig. 4 is node diagram at I in Fig. 1 and Fig. 2；
In figure：1- side templates, 2- beams side centre keel, 3- beams side transom, 4- timber wedges, 5- nails, 6- sponge strips, 7- beams
End template, 8- split bolts, 9- fine setting screw rods, 10- support frames.
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings.
A kind of to prevent that cast-in-situ concrete beam bottom from rising the structure of mould, including beam bottom mother plate 7, side template 1, beam bottom mother plate 7 leads to
Lintel bottom transom 3 and support frame 10 are fastened, and the side template 1 of beams of concrete both sides passes through the perpendicular dragon of beam side transom 3 and beam side
Bone 2 is fixed, and side template 1, beam side transom 3 and beam side centre keel 2 can be fastened using split bolt 8, concrete structure such as Fig. 1
It is shown；Side template 1, beam side transom 3 and beam side centre keel 2 can also be fastened using fine setting screw rod 9, concrete structure such as Fig. 2
It is shown.The junction of beam bottom mother plate 7 and side template is formed between the beam side transom 3 at external corner, external corner and beam side centre keel 2
Gap in wedge have timber wedge 4, see Fig. 3, so as to apply precompression in advance to external corner part, in casting concrete, outer tension is all
Not more than precompression, so template will not produce displacement, to prevent timber wedge 4 in concreting process, due to vibrating spear
Act on and loosen, be fixed on after timber wedge 4 is stoppered with nail 5 in beam side transom 3, see Fig. 4.The sole length of timber wedge 4 is
60mm, width is 40mm, and right angle edge lengths are 70mm.The placement spacing of timber wedge 4 is 350mm~450mm.For mortar leakage prevention,
The seam crossing of beam bottom mother plate 7 and side template 1 pastes sponge strip 6.
Claims (4)
1. a kind of prevent that cast-in-situ concrete beam bottom from rising the structure of mould, including beam bottom mother plate, side template, beam bottom mother plate passes through beam bottom
Transom and support frame fastening, the side template of beams of concrete both sides is fixed by beam side transom and beam side centre keel, and is adopted
Fastened with split bolt or fine setting screw rod, the junction of beam bottom mother plate and side template forms external corner, it is characterised in that：At external corner
Beam side transom and beam side centre keel between gap in wedge have timber wedge, and timber wedge is adopted with beam side transom and nailed.
2. according to claim 1 prevent that cast-in-situ concrete beam bottom from rising the structure of mould, it is characterised in that：The beam bottom mother plate
The seam crossing of side template is provided with sponge strip.
3. according to claim 1 or 2 prevent that cast-in-situ concrete beam bottom from rising the structure of mould, it is characterised in that：The timber wedge
Sole length be 60mm, width is 40mm, and right angle edge lengths are 70mm.
4. according to claim 1 or 2 prevent that cast-in-situ concrete beam bottom from rising the structure of mould, it is characterised in that：The timber wedge
Setting spacing be 350mm~450mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621252336.8U CN206438769U (en) | 2016-11-16 | 2016-11-16 | It is a kind of to prevent that cast-in-situ concrete beam bottom from rising the structure of mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621252336.8U CN206438769U (en) | 2016-11-16 | 2016-11-16 | It is a kind of to prevent that cast-in-situ concrete beam bottom from rising the structure of mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206438769U true CN206438769U (en) | 2017-08-25 |
Family
ID=59645591
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621252336.8U Active CN206438769U (en) | 2016-11-16 | 2016-11-16 | It is a kind of to prevent that cast-in-situ concrete beam bottom from rising the structure of mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206438769U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331342A (en) * | 2018-05-15 | 2018-07-27 | 中国建筑第二工程局有限公司 | Template system of arc beam and construction method thereof |
| CN109079977A (en) * | 2018-09-07 | 2018-12-25 | 河南省公路工程局集团有限公司 | Prevent prestressing force prefabricated case beam end rise mode ship slurry structure and its construction method |
| CN109113340A (en) * | 2018-09-12 | 2019-01-01 | 中建三局第建设工程有限责任公司 | A kind of chamfering lattice girder plate device and its construction method |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A kind of substitution wears the form clamp of mould split bolt and step fastener reinforcing |
| CN110080523A (en) * | 2019-06-05 | 2019-08-02 | 重庆大学 | A kind of civil engineering concrete cast-in-situ side template die drawing tool |
| CN111042520A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Slurry overflow prevention construction process for prefabricated part |
| CN111321888A (en) * | 2018-12-17 | 2020-06-23 | 上海共革建筑科技发展有限公司 | No-cicada-seam no-bolt-hole concrete pouring template and construction method thereof |
| CN111502263A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould |
| CN111502040A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Occlusion type laminated slab cast-in-place crossbeam member, casting mold and construction method thereof |
| CN112761292A (en) * | 2021-03-01 | 2021-05-07 | 中建八局发展建设有限公司 | Construction method for prefabricated ribbed cavity floor slab |
-
2016
- 2016-11-16 CN CN201621252336.8U patent/CN206438769U/en active Active
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331342A (en) * | 2018-05-15 | 2018-07-27 | 中国建筑第二工程局有限公司 | Template system of arc beam and construction method thereof |
| CN109079977A (en) * | 2018-09-07 | 2018-12-25 | 河南省公路工程局集团有限公司 | Prevent prestressing force prefabricated case beam end rise mode ship slurry structure and its construction method |
| CN109079977B (en) * | 2018-09-07 | 2024-03-22 | 河南省公路工程局集团有限公司 | Structure for preventing slurry leakage of prestressed precast box girder end expanding die and construction method thereof |
| CN109113340A (en) * | 2018-09-12 | 2019-01-01 | 中建三局第建设工程有限责任公司 | A kind of chamfering lattice girder plate device and its construction method |
| CN111321888A (en) * | 2018-12-17 | 2020-06-23 | 上海共革建筑科技发展有限公司 | No-cicada-seam no-bolt-hole concrete pouring template and construction method thereof |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A kind of substitution wears the form clamp of mould split bolt and step fastener reinforcing |
| CN110080523A (en) * | 2019-06-05 | 2019-08-02 | 重庆大学 | A kind of civil engineering concrete cast-in-situ side template die drawing tool |
| CN110080523B (en) * | 2019-06-05 | 2023-11-07 | 重庆大学 | Cast-in-place side form drawing tool of civil engineering concrete |
| CN111042520A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Slurry overflow prevention construction process for prefabricated part |
| CN111502263A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Cast-in-place crossbeam component of prefabricated building leak protection thick liquid pours mould |
| CN111502040A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Occlusion type laminated slab cast-in-place crossbeam member, casting mold and construction method thereof |
| CN112761292A (en) * | 2021-03-01 | 2021-05-07 | 中建八局发展建设有限公司 | Construction method for prefabricated ribbed cavity floor slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Floor 19, No. 100 Bohai Street, Pulandian District, Dalian City, Liaoning Province, 116200 Patentee after: Dalian Sanchuan Construction Group Co.,Ltd. Patentee after: DALIAN SANCHUAN BUILDING TECHNOLOGY Co.,Ltd. Address before: Sanchuan Building, No. 100 Bohai Street, Nanshan Street, Pulandian District, Dalian, Liaoning Province, 116000 Patentee before: DALIAN SANCHUAN CONSTRUCTION GROUP Co.,Ltd. Patentee before: DALIAN SANCHUAN BUILDING TECHNOLOGY Co.,Ltd. |
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| CP03 | Change of name, title or address |