CN203429641U - Single-side supporting formwork reinforcing structure system for building construction - Google Patents
Single-side supporting formwork reinforcing structure system for building construction Download PDFInfo
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- CN203429641U CN203429641U CN201320500831.6U CN201320500831U CN203429641U CN 203429641 U CN203429641 U CN 203429641U CN 201320500831 U CN201320500831 U CN 201320500831U CN 203429641 U CN203429641 U CN 203429641U
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- formwork
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- screw mandrel
- single side
- construction system
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- 238000009415 formwork Methods 0.000 title claims abstract description 45
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 25
- 238000009435 building construction Methods 0.000 title abstract description 4
- 238000010276 construction Methods 0.000 claims abstract description 28
- 230000002787 reinforcement Effects 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 210000000078 claw Anatomy 0.000 claims description 13
- 239000011435 rock Substances 0.000 claims description 12
- 238000004080 punching Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 abstract description 2
- 239000004575 stone Substances 0.000 abstract 2
- 230000000712 assembly Effects 0.000 abstract 1
- 238000000429 assembly Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 8
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 238000007596 consolidation process Methods 0.000 description 3
- 239000007943 implant Substances 0.000 description 2
- -1 after reaching 75% Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
The utility model discloses a single-side supporting formwork reinforcing structure system for building construction. The single-side supporting formwork reinforcing structure comprises two protection columns and a formwork, wherein the two protection columns are transversely arranged in parallel and the formwork is fixedly connected between the two protection columns. A concrete pouring space is formed between the formwork and a stone layer surface in construction positions. The single-side supporting formwork reinforcing structure system further comprises a plurality of formwork reinforcing assemblies used for connecting and reinforcing the formwork and the stone layer surface. The single-side supporting formwork reinforcing structure system for building construction is easy, fast and convenient to operate, stable as a whole, good in reinforcing effect, strong in adaptability, safe and reliable, can accelerate formwork reinforcing and disassembling construction, reduces wasted parts of the formwork, saves a large amount of manpower and a large number of materials, and has good economic benefits, improves efficiency and guarantees forming quality of concrete as well.
Description
Technical field
The utility model relates to the realm of building construction, particularly single side formwork ruggedized construction system for a kind of building operations.
Background technology
In foundation pit support construction, cast-in-place baffle plate mostly is single side formwork, in prior art, workman is in routine fixedly during single side formwork, conventionally adopt external scaffolding as operating platform, adopt steel pipe to be connected with outrigger as formwork reinforcement support system with holder support simultaneously, this support system template is spelled for loose, workman needs to remove → lead a plurality of steps such as stupefied dismounting → form removable through the stupefied installation → steel pipe reinforcing → steel pipe of template assembly → master in work progress, technique is more complicated, effect is slow, template is through assembled simultaneously, while again recycling after dismounting, wastage is very large, and workman is easy construction, template amount often wastage is very large, formwork reinforcement work efficiency is also slower simultaneously.
Therefore, need to improve existing single side formwork ruggedized construction system, make it simple and quick, not only can accelerate the speed of formwork reinforcement and Demolition Construction, reduce the wastage of template, and reinforcement system is stable, consolidation effect is good, when improving effect, and ensure quality.
Utility model content
In view of this, the utility model provides single side formwork ruggedized construction system for a kind of building operations, simple and quick, not only can accelerate the speed of formwork reinforcement and Demolition Construction, reduce the wastage of template, and reinforcement system is stable, consolidation effect is good, when improving effect, ensure quality.
Single side formwork ruggedized construction system for building operations of the present utility model, comprise two support posts that are laterally set up in parallel and be fixed on the template between described two support posts, between described template and construction place rock stratum face, be formed with concreting space, also comprise that several are for by the formwork reinforcement assembly of described template and rock stratum face reinforcement by connection.
Further, described formwork reinforcement assembly comprises and the connector and the securing member for connector and described template are fastenedly connected that are fixed on rock stratum face.
What further, described connector was vertical or horizontal spaced set is a plurality of.
Further, described connector comprises and by punching, is embedded in advance the reinforcing bar of rock stratum face and the screw mandrel being welded to connect with described reinforcing bar, in described template, corresponding described screw mandrel is reserved with screw mandrel aperture, and described screw mandrel free end is through corresponding described screw mandrel aperture and realize fastening by described securing member.
Further, described securing member is snap close, and described snap close comprises that the clamping part for screw mandrel free end is gripped is connected with described clamping part and for the fastening part to formwork reinforcement.
Further, described fastening part is symmetrically arranged two arc claws, between two arc claws, forms screw mandrel through hole, described in each, between arc claw and described template, is all socketed with the steel pipe for reinforcing template.
Further, described arc claw medial surface is the shape with the outside conformal of described steel pipe.
Further, in described template, be laterally set side by side with several vertical wooden a tree, used in making timber for boats.
The beneficial effects of the utility model: single side formwork ruggedized construction system for building operations of the present utility model, simple and quick, not only can accelerate the speed of formwork reinforcement and Demolition Construction, reduce the wastage of template, and integral reinforcing stable system, consolidation effect is good, and strong adaptability is safe and reliable, when improving effect, guarantee concrete Forming Quality, also saved a large amount of manpower and materials, there is good economic benefit.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further described.
Fig. 1 is the utility model structural representation;
Fig. 2 is that Figure 1A-A is to cross section view.
The specific embodiment
Fig. 1 is the utility model structural representation, Fig. 2 is that Figure 1A-A is to cross section view, as shown in the figure: single side formwork ruggedized construction system for the building operations of the present embodiment, comprise two support posts 1 that are laterally set up in parallel and be fixed on the template 2 between described two support posts 1, between described template 2 and construction place rock stratum face 4, be formed with concreting space 3, also comprise that several are for by the formwork reinforcement assembly of described template and rock stratum face 4 reinforcement by connection.
In the present embodiment, described formwork reinforcement assembly comprises and the connector and the securing member 5 for connector and described template are fastenedly connected that are fixed on rock stratum face.
In the present embodiment, what described connector was vertical or horizontal spaced set is a plurality of; Connector can be a plurality of of horizontal spaced set, also can be a plurality of of longitudinal spaced set, also can be the horizontal and vertical spaced set that is.
In the present embodiment, described connector comprises and by punching, is embedded in advance the reinforcing bar 6 of rock stratum face and the screw mandrel 7 being welded to connect with described reinforcing bar, in described template, corresponding described screw mandrel is reserved with screw mandrel aperture, and described screw mandrel free end is through corresponding described screw mandrel aperture and realize fastening by described securing member 5; Screw mandrel aperture is not shown in the drawings; The baffle plate earthwork in early stage is dug out and according to reinforcement system screw mandrel, is reinforced position punching afterwards, implants reinforcing bar, pours into M30 mortar between hole, carries out formwork reinforcement after mortar strength reaches 75%, and in the present embodiment, reinforcing bar is 14 secondary steel; After concreting completes, reinforcing bar and screw mandrel are stayed in concrete, can guarantee concrete Forming Quality and structural strength.
In the present embodiment, described securing member 5 is snap close, and described snap close comprises that the clamping part 8 for screw mandrel free end is gripped is connected with described clamping part and for the fastening part 9 to formwork reinforcement.
In the present embodiment, described fastening part 9 is symmetrically arranged two arc claws, between two arc claws, forms screw mandrel through hole 10, is all socketed with the steel pipe 11 for reinforcing template described in each between arc claw and described template; The setting of steel pipe can improve the whole fastening force of template.
In the present embodiment, described arc claw medial surface is the shape with the outside conformal of described steel pipe; Conformal refers to that shape adapts, and arc claw medial surface coordinates and can guarantee to contact well with steel pipe lateral surface conformal, further strengthens fastening effect.
In the present embodiment, in described template, be laterally set side by side with several vertical wooden a tree, used in making timber for boats 12; The overall construction intensity and the support force to concreting that improve template, template and wooden a tree, used in making timber for boats are nailed together with spike, do as a whole circulation.
Ruggedized construction system of the present utility model, mainly by according to pile spacing from and highly customization processing template and wooden a tree, used in making timber for boats system, template arranges reserved aperture according to screw mandrel spacing, after early stage, the baffle plate earthwork was dug out, according to reinforcement system screw mandrel, reinforce position punching, implant 14 secondary steel reinforcing bars, between hole, pour into M30 mortar, after reaching 75%, mortar strength carries out formwork reinforcement, during reinforcing, adopt snap close and steel pipe to reinforce, during dismounting, will after snap close and steel pipe dismounting, utilize the instruments such as cucurbit to winch to next joint baffle plate strengthening construction template and wooden a tree, used in making timber for boats system, concreting, so circulation is constructed until cast-in-place baffle plate has been constructed.
Finally explanation is, above embodiment is only unrestricted in order to the technical solution of the utility model to be described, although the utility model is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify or be equal to replacement the technical solution of the utility model, and not departing from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of claim scope of the present utility model.
Claims (8)
1. single side formwork ruggedized construction system for a building operations, comprise two support posts that are laterally set up in parallel and be fixed on the template between described two support posts, between described template and construction place rock stratum face, be formed with concreting space, it is characterized in that: also comprise that several are for by the formwork reinforcement assembly of described template and rock stratum face reinforcement by connection.
2. single side formwork ruggedized construction system for building operations according to claim 1, is characterized in that: described formwork reinforcement assembly comprises and the connector and the securing member for connector and described template are fastenedly connected that are fixed on rock stratum face.
3. single side formwork ruggedized construction system for building operations according to claim 2, is characterized in that: what described connector was vertical or horizontal spaced set is a plurality of.
4. single side formwork ruggedized construction system for building operations according to claim 3, it is characterized in that: described connector comprises and by punching, is embedded in advance the reinforcing bar of rock stratum face and the screw mandrel being welded to connect with described reinforcing bar, in described template, corresponding described screw mandrel is reserved with screw mandrel aperture, and described screw mandrel free end is through corresponding described screw mandrel aperture and realize fastening by described securing member.
5. single side formwork ruggedized construction system for building operations according to claim 4, it is characterized in that: described securing member is snap close, described snap close comprises that the clamping part for screw mandrel free end is gripped is connected with described clamping part and for the fastening part to formwork reinforcement.
6. single side formwork ruggedized construction system for building operations according to claim 5, it is characterized in that: described fastening part is symmetrically arranged two arc claws, between two arc claws, form screw mandrel through hole, described in each, between arc claw and described template, be all socketed with the steel pipe for reinforcing template.
7. single side formwork ruggedized construction system for building operations according to claim 6, is characterized in that: described arc claw medial surface is the shape with the outside conformal of described steel pipe.
8. single side formwork ruggedized construction system for building operations according to claim 7, is characterized in that: in described template, be laterally set side by side with several vertical wooden a tree, used in making timber for boats.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320500831.6U CN203429641U (en) | 2013-08-15 | 2013-08-15 | Single-side supporting formwork reinforcing structure system for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320500831.6U CN203429641U (en) | 2013-08-15 | 2013-08-15 | Single-side supporting formwork reinforcing structure system for building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203429641U true CN203429641U (en) | 2014-02-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320500831.6U Expired - Fee Related CN203429641U (en) | 2013-08-15 | 2013-08-15 | Single-side supporting formwork reinforcing structure system for building construction |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806653A (en) * | 2014-02-25 | 2014-05-21 | 绍兴县明煌建材科技有限公司 | Adjustable water stop screw set and construction method thereof |
| CN103882868A (en) * | 2014-03-11 | 2014-06-25 | 中国建筑第八工程局有限公司 | Single-side formwork erecting structure for enclosing purlin in cast-in-pace pile enclosing protection and constructing method |
| CN104060616A (en) * | 2014-06-06 | 2014-09-24 | 中铁第四勘察设计院集团有限公司 | Construction template used in retaining engineering and construction method thereof |
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Barricade form bracing system and barricade formwork bracing system |
| CN107675699A (en) * | 2017-09-07 | 2018-02-09 | 中建五局第三建设有限公司 | A kind of assembled sealing up screw reinforces one side formwork structure and construction method |
| CN110424737A (en) * | 2019-08-15 | 2019-11-08 | 中冶建工集团有限公司 | A kind of irregular inclined-plane pool wall formwork support member of landscape pond, formwork erecting structure and mold method |
| CN113653322A (en) * | 2021-07-19 | 2021-11-16 | 北京天恒建设集团有限公司 | Construction method of self-supporting system in single-side formwork wall |
-
2013
- 2013-08-15 CN CN201320500831.6U patent/CN203429641U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806653A (en) * | 2014-02-25 | 2014-05-21 | 绍兴县明煌建材科技有限公司 | Adjustable water stop screw set and construction method thereof |
| CN103806653B (en) * | 2014-02-25 | 2016-12-07 | 绍兴县明煌建材科技有限公司 | A kind of construction method of set of adjustable sealing up screw external member |
| CN103882868A (en) * | 2014-03-11 | 2014-06-25 | 中国建筑第八工程局有限公司 | Single-side formwork erecting structure for enclosing purlin in cast-in-pace pile enclosing protection and constructing method |
| CN103882868B (en) * | 2014-03-11 | 2017-09-12 | 中国建筑第八工程局有限公司 | Bored concrete pile encloses the unilateral formwork supporting structure and construction method of purlin in going along with sb. to guard him |
| CN104060616A (en) * | 2014-06-06 | 2014-09-24 | 中铁第四勘察设计院集团有限公司 | Construction template used in retaining engineering and construction method thereof |
| CN104060616B (en) * | 2014-06-06 | 2016-04-20 | 中铁第四勘察设计院集团有限公司 | A kind of construction formwork of retaining engineering and construction method |
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Barricade form bracing system and barricade formwork bracing system |
| CN107675699A (en) * | 2017-09-07 | 2018-02-09 | 中建五局第三建设有限公司 | A kind of assembled sealing up screw reinforces one side formwork structure and construction method |
| CN107338957B (en) * | 2017-09-07 | 2023-06-23 | 中国建筑第二工程局有限公司 | Retaining wall template supporting system and retaining wall template supporting system |
| CN110424737A (en) * | 2019-08-15 | 2019-11-08 | 中冶建工集团有限公司 | A kind of irregular inclined-plane pool wall formwork support member of landscape pond, formwork erecting structure and mold method |
| CN113653322A (en) * | 2021-07-19 | 2021-11-16 | 北京天恒建设集团有限公司 | Construction method of self-supporting system in single-side formwork wall |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140212 |