CN204571282U - Water-bearing concrete construction gang form system - Google Patents
Water-bearing concrete construction gang form system Download PDFInfo
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- CN204571282U CN204571282U CN201420811083.8U CN201420811083U CN204571282U CN 204571282 U CN204571282 U CN 204571282U CN 201420811083 U CN201420811083 U CN 201420811083U CN 204571282 U CN204571282 U CN 204571282U
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- 238000010276 construction Methods 0.000 title claims abstract description 44
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 19
- 239000011159 matrix material Substances 0.000 claims abstract description 53
- 241000357293 Leptobrama muelleri Species 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 238000005034 decoration Methods 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 238000009415 formwork Methods 0.000 claims abstract description 11
- 238000009434 installation Methods 0.000 claims abstract description 10
- 238000007789 sealing Methods 0.000 claims abstract description 7
- 239000000758 substrate Substances 0.000 claims description 16
- 239000004677 Nylon Substances 0.000 claims description 12
- 229920001778 nylon Polymers 0.000 claims description 12
- 230000001154 acute effect Effects 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000013461 design Methods 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000012795 verification Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
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Abstract
Water-bearing concrete construction gang form system, its include auxiliary fixing with channel-section steel (31), connect the structures such as use flitch (33); Be provided with architectural decoration exposed joint strip (63) first between concreting matrix (61) and second time concreting matrix (62) and jointly form the concrete construction pouring structure system of constuction joint as outseam; Concrete construction formwork installation through-wall bolt linkage is constructed as follows: split bolt (1), PVC sleeve pipe (2), channel-section steel back cord (3), hex nut (4), spring shim (5), sponge sealing ring (7).The utility model overall structure has universal component, relevant design, production, use, the normalized prominent features of maintenance, while guarantee reliability, reduces cost of labor and improves work efficiency; The utility model has expected comparatively huge economic worth and social value.
Description
Technical field
The utility model relates to structure design and the applied technical field of concrete construction gang form, specifically provides a kind of water-bearing concrete construction gang form system.
Background technology
In prior art, the present related application of water-bearing concrete construction is all the more extensive, but it it is also proposed some new technical problems, and such as, supporting formwork structure about concrete construction requires higher.Existing template support scheme can not reach good technique effect, urgently improvement opportunity scheme.People expect to obtain a kind of technique effect better water-bearing concrete construction gang form system.
Utility model content
The purpose of this utility model is to provide a kind of technique effect better water-bearing concrete construction gang form system.
A kind of water-bearing concrete construction gang form system of the utility model, is used as the back-up system of supporting operation when the concrete construction based on concrete substrate 6; It is characterized in that: it is constructed as follows: auxiliary fixing with channel-section steel 31, connect use flitch 33, split bolt 1; Wherein:
Concrete substrate 6 is divided into upper and lower two parts, is respectively concreting matrix 61 and second time concreting matrix 62 first; Concreting matrix 61 forms the entirety and concrete substrate be fixedly connected with both second time concreting matrixes 62 first; Architectural decoration exposed joint strip 93 is arranged in the seam crossing that concreting matrix 61 is first connected with both second time concreting matrixes 62, and architectural decoration exposed joint strip 63 is arranged near whole concrete substrate outer surface; Described architectural decoration exposed joint strip 63 is string configuration part; It is characterized in that: the cross section of described architectural decoration exposed joint strip 63 is isosceles trapezoid, the acute angle in its interior angle is 72 °-77 ° (this angle value is through experimental technique best results); The upper base be parallel to each other in isosceles trapezoidal structure and the spacing of bottom are 28-34mm; (this numerical value also has the high feature of comprehensive cost performance while adapting with existing associated specifications, and concrete technology contents selected after being through a large amount of creative verification experimental verification and market survey and technology evaluation, embodies creativeness.) wherein, relatively long base is arranged in the lateral surface place of concreting matrix 61 and second time concreting matrix 62 first, and relatively short base is arranged in constuction joint first between concreting matrix 1 and second time concreting matrix 62 as side, outseam inside;
Concrete substrate 6 is building masonry wall and floor integrated structure specifically;
Second time concreting matrix 62 is arranged in above concreting matrix 61 first and constuction joint is therebetween arranged horizontally;
First concreting matrix 61 and second time concreting matrix 62 are provided with concrete construction formwork installation through-wall bolt linkage, body of wall internal placement has the 2 place's panels 8 being parallel to metope 9 and being parallel to each other layout; Being constructed as follows of concrete construction formwork installation through-wall bolt linkage: split bolt 1, PVC sleeve pipe 2, channel-section steel back cord 3, hex nut 4, spring shim 5, sponge sealing ring 7; Wherein: split bolt 1 is specially the double end split bolt of φ 14mm; PVC sleeve pipe 2, channel-section steel back cord 3, hex nut 4 are all sleeved on split bolt 1; PVC sleeve pipe 2 is arranged between 2 place's panels 8 of body of wall inside, and channel-section steel back cord 3 is arranged in body of wall outside and is close to the lateral surface layout of metope 9; Hex nut 4 channel-section steel back cord 3 away from metope 9 side arrange and its directly contact with channel-section steel back cord 3;
Spring shim 5 is arranged between channel-section steel back cord 3 and metope 9; Sponge sealing ring 7 is arranged between PVC sleeve pipe 2 and panel 8;
PVC sleeve pipe 2 is specially following structure: intermediate portion is divided into the intervalve 21 of tubular structure, and its two ends are nylon stopper 22; Nylon stopper 22 one end be little head end 221 its be tubular structure and pipe external diameter is slightly smaller than intervalve 21 internal diameter, the other end is stub end 222, and it is specially the structure that external diameter becomes large gradually, and its external diameter away from the end of little head end 221 is maximum; Two nylon stoppers 22 and intervalve 21 cooperation are assembled into an overall structure; Wherein: the little head end 221 of two nylon stoppers 22 is placed in the inner chamber of same intervalve 21 two pipe end proximal ends respectively;
The back-up system of supporting operation is used as during concrete construction based on concrete substrate 6; Water-bearing concrete construction is with in gang form system, connection is by flitch 33 fixed and arranged above auxiliary fixing channel-section steel 31, and architectural decoration exposed joint strip 63 is pressed on the matrix of concreting first 61 at construction outseam place and the lateral surface of both second time concreting matrixes 62 by connection flitch 33.
Described water-bearing concrete construction gang form system, it is characterized in that: be also provided with the bar dowel 35 of φ 35 at channel-section steel 31 and connection flitch 33 place of being connected and fixed away from concreting matrix 61 and second time concreting matrix 62 construction outseam side therebetween first, below channel-section steel 31, proximal edge place is also provided with the bar dowel 35 for channel-section steel 31 and concreting matrix 61 being first connected to one.
The utility model is dissolved in Iarge-scale system using utilizing constuction joint as the concrete construction pouring structure system of outseam and concrete construction formwork installation through-wall bolt linkage, it can solve the technical problem underlying of water-bearing concrete construction well, and support template technique effect can be made to reach requirements at the higher level.Its overall structure has universal component, relevant design, production, use, the normalized prominent features of maintenance, while guarantee reliability, reduces cost of labor and improves work efficiency; The utility model has expected comparatively huge economic worth and social value.
Accompanying drawing explanation
Below in conjunction with drawings and the embodiments, the utility model is described in further detail:
Fig. 1 is the overall structure principle simplified schematic diagram of water-bearing concrete construction gang form system;
Fig. 2 utilizes constuction joint as the concrete construction pouring structure system architecture simplified schematic diagram of outseam;
Fig. 3 is concrete construction formwork installation through-wall bolt linkage structural representation sketch.
Detailed description of the invention
Embodiment 1
A kind of water-bearing concrete construction gang form system, is used as the back-up system of supporting operation when the concrete construction based on concrete substrate 6; It is characterized in that: it is constructed as follows: auxiliary fixing with channel-section steel 31, connect use flitch 33, split bolt 1; Wherein:
Concrete substrate 6 is divided into upper and lower two parts, is respectively concreting matrix 61 and second time concreting matrix 62 first; Concreting matrix 61 forms the entirety and concrete substrate be fixedly connected with both second time concreting matrixes 62 first; Architectural decoration exposed joint strip 93 is arranged in the seam crossing that concreting matrix 61 is first connected with both second time concreting matrixes 62, and architectural decoration exposed joint strip 63 is arranged near whole concrete substrate outer surface; Described architectural decoration exposed joint strip 63 is string configuration part; It is characterized in that: the cross section of described architectural decoration exposed joint strip 63 is isosceles trapezoid, the acute angle in its interior angle is 72 °-77 ° (this angle value is through experimental technique best results); The upper base be parallel to each other in isosceles trapezoidal structure and the spacing of bottom are 28-34mm; (this numerical value also has the high feature of comprehensive cost performance while adapting with existing associated specifications, and concrete technology contents selected after being through a large amount of creative verification experimental verification and market survey and technology evaluation, embodies creativeness.) wherein, relatively long base is arranged in the lateral surface place of concreting matrix 61 and second time concreting matrix 62 first, and relatively short base is arranged in constuction joint first between concreting matrix 1 and second time concreting matrix 62 as side, outseam inside;
Concrete substrate 6 is building masonry wall and floor integrated structure specifically;
Second time concreting matrix 62 is arranged in above concreting matrix 61 first and constuction joint is therebetween arranged horizontally;
First concreting matrix 61 and second time concreting matrix 62 are provided with concrete construction formwork installation through-wall bolt linkage, body of wall internal placement has the 2 place's panels 8 being parallel to metope 9 and being parallel to each other layout; Being constructed as follows of concrete construction formwork installation through-wall bolt linkage: split bolt 1, PVC sleeve pipe 2, channel-section steel back cord 3, hex nut 4, spring shim 5, sponge sealing ring 7; Wherein: split bolt 1 is specially the double end split bolt of φ 14mm; PVC sleeve pipe 2, channel-section steel back cord 3, hex nut 4 are all sleeved on split bolt 1; PVC sleeve pipe 2 is arranged between 2 place's panels 8 of body of wall inside, and channel-section steel back cord 3 is arranged in body of wall outside and is close to the lateral surface layout of metope 9; Hex nut 4 channel-section steel back cord 3 away from metope 9 side arrange and its directly contact with channel-section steel back cord 3;
Spring shim 5 is arranged between channel-section steel back cord 3 and metope 9; Sponge sealing ring 7 is arranged between PVC sleeve pipe 2 and panel 8;
PVC sleeve pipe 2 is specially following structure: intermediate portion is divided into the intervalve 21 of tubular structure, and its two ends are nylon stopper 22; Nylon stopper 22 one end be little head end 221 its be tubular structure and pipe external diameter is slightly smaller than intervalve 21 internal diameter, the other end is stub end 222, and it is specially the structure that external diameter becomes large gradually, and its external diameter away from the end of little head end 221 is maximum; Two nylon stoppers 22 and intervalve 21 cooperation are assembled into an overall structure; Wherein: the little head end 221 of two nylon stoppers 22 is placed in the inner chamber of same intervalve 21 two pipe end proximal ends respectively;
The back-up system of supporting operation is used as during concrete construction based on concrete substrate 6; Water-bearing concrete construction is with in gang form system, connection is by flitch 33 fixed and arranged above auxiliary fixing channel-section steel 31, and architectural decoration exposed joint strip 63 is pressed on the matrix of concreting first 61 at construction outseam place and the lateral surface of both second time concreting matrixes 62 by connection flitch 33.
Described water-bearing concrete construction gang form system, it is characterized in that: be also provided with the bar dowel 35 of φ 35 at channel-section steel 31 and connection flitch 33 place of being connected and fixed away from concreting matrix 61 and second time concreting matrix 62 construction outseam side therebetween first, below channel-section steel 31, proximal edge place is also provided with the bar dowel 35 for channel-section steel 31 and concreting matrix 61 being first connected to one.
The present embodiment is dissolved in Iarge-scale system using utilizing constuction joint as the concrete construction pouring structure system of outseam and concrete construction formwork installation through-wall bolt linkage, it can solve the technical problem underlying of water-bearing concrete construction well, and support template technique effect can be made to reach requirements at the higher level.Its overall structure has universal component, relevant design, production, use, the normalized prominent features of maintenance, while guarantee reliability, reduces cost of labor and improves work efficiency; The present embodiment has expected comparatively huge economic worth and social value.
Claims (2)
1. water-bearing concrete construction gang form system, is characterized in that: it is constructed as follows: auxiliary fixing with channel-section steel (31), connect use flitch (33), split bolt (1); Wherein:
Concrete substrate (6) is divided into upper and lower two parts, is respectively concreting matrix (61) and second time concreting matrix (62) first; Concreting matrix (61) and the two formation of second time concreting matrix (62) entirety and concrete substrate be fixedly connected with first; Architectural decoration exposed joint strip (93) is arranged in the two seam crossing be connected of concreting matrix (61) and second time concreting matrix (62) first, and architectural decoration exposed joint strip (63) is arranged near whole concrete substrate outer surface; Described architectural decoration exposed joint strip (63) is string configuration part; The cross section of described architectural decoration exposed joint strip (63) is isosceles trapezoid, and the acute angle in its interior angle is 72 °-77 °; The upper base be parallel to each other in isosceles trapezoidal structure and the spacing of bottom are 28-34mm; Wherein, relatively long base is arranged in the lateral surface place of concreting matrix (61) and second time concreting matrix (62) first, relatively short base be arranged in first concreting matrix (1) and the constuction joint for the second time between concreting matrix (62) as side, outseam inside;
Concrete substrate (6) is building masonry wall and floor integrated structure specifically;
Second time concreting matrix (62) is arranged in the top of concreting matrix (61) first and constuction joint is therebetween arranged horizontally;
First concreting matrix (61) and second time concreting matrix (62) are provided with concrete construction formwork installation through-wall bolt linkage, body of wall internal placement has the 2 place's panels (8) being parallel to metope (9) and being parallel to each other layout; Being constructed as follows of concrete construction formwork installation through-wall bolt linkage: split bolt (1), PVC sleeve pipe (2), channel-section steel back cord (3), hex nut (4), spring shim (5), sponge sealing ring (7); Wherein: split bolt (1) is specially the double end split bolt of φ 14mm; PVC sleeve pipe (2), channel-section steel back cord (3), hex nut (4) are all sleeved on split bolt (1); PVC sleeve pipe (2) is arranged between 2 place's panels (8) of body of wall inside, and channel-section steel back cord (3) is arranged in body of wall outside and is close to the lateral surface layout of metope (9); Hex nut (4) channel-section steel back cord (3) away from metope (9) side arrange and its directly contact with channel-section steel back cord (3);
Spring shim (5) is arranged between channel-section steel back cord (3) and metope (9); Sponge sealing ring (7) is arranged between PVC sleeve pipe (2) and panel (8);
PVC sleeve pipe (2) is specially following structure: intermediate portion is divided into the intervalve (21) of tubular structure, and its two ends are nylon stopper (22); Nylon stopper (22) one end be little head end (221) its be tubular structure and pipe external diameter is slightly smaller than intervalve (21) internal diameter, the other end is stub end (222), it is specially the structure that external diameter becomes large gradually, and its external diameter away from the end of little head end (221) is maximum; Two nylon stoppers (22) and intervalve (21) cooperation are assembled into an overall structure; Wherein: the little head end (221) of two nylon stoppers (22) is placed in the inner chamber of same intervalve (21) two pipe end proximal ends respectively;
Water-bearing concrete construction is with in gang form system, connect by flitch (33) fixed and arranged above auxiliary fixing channel-section steel (31), connection flitch (33) architectural decoration exposed joint strip (63) is pressed on the outseam place that constructs the matrix of concreting first (61) and for the second time on the two lateral surface of concreting matrix (62).
2. according to the gang form system of water-bearing concrete construction described in claim 1, it is characterized in that: at channel-section steel (31) and the bar dowel (35) being also provided with φ 35 away from concreting matrix (61) first and second time concreting matrix (62) construction outseam side be therebetween connected with flitch (33) place of being connected and fixed, being also provided with the bar dowel (35) for channel-section steel (31) and concreting matrix (61) being first connected to one at proximal edge place, channel-section steel (31) below.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420811083.8U CN204571282U (en) | 2014-12-18 | 2014-12-18 | Water-bearing concrete construction gang form system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420811083.8U CN204571282U (en) | 2014-12-18 | 2014-12-18 | Water-bearing concrete construction gang form system |
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| CN204571282U true CN204571282U (en) | 2015-08-19 |
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| CN201420811083.8U Expired - Fee Related CN204571282U (en) | 2014-12-18 | 2014-12-18 | Water-bearing concrete construction gang form system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965136A (en) * | 2017-11-08 | 2018-04-27 | 北京翔鲲水务建设有限公司 | The seamless splicing construction and method of plain form |
| CN108316651A (en) * | 2018-03-22 | 2018-07-24 | 陕西建工第三建设集团有限公司 | A kind of Screw arbor with nut at both-ends double-walled type assembled casing and construction method |
| CN112459477A (en) * | 2020-10-28 | 2021-03-09 | 陈鑫淑 | Gap adjusting device is used in clear water concrete's open joint construction |
| CN113152893A (en) * | 2021-04-28 | 2021-07-23 | 安徽松欣新材料有限公司 | Template for building construction and using method |
-
2014
- 2014-12-18 CN CN201420811083.8U patent/CN204571282U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965136A (en) * | 2017-11-08 | 2018-04-27 | 北京翔鲲水务建设有限公司 | The seamless splicing construction and method of plain form |
| CN107965136B (en) * | 2017-11-08 | 2024-01-02 | 北京清河水利建设集团有限公司 | Seamless splicing structure and method of clear water template |
| CN108316651A (en) * | 2018-03-22 | 2018-07-24 | 陕西建工第三建设集团有限公司 | A kind of Screw arbor with nut at both-ends double-walled type assembled casing and construction method |
| CN112459477A (en) * | 2020-10-28 | 2021-03-09 | 陈鑫淑 | Gap adjusting device is used in clear water concrete's open joint construction |
| CN112459477B (en) * | 2020-10-28 | 2022-09-06 | 北京益汇达清水建筑工程有限公司 | Gap adjusting device is used in clear water concrete's open joint construction |
| CN113152893A (en) * | 2021-04-28 | 2021-07-23 | 安徽松欣新材料有限公司 | Template for building construction and using method |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150819 |
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| CF01 | Termination of patent right due to non-payment of annual fee |