CN205591555U - Processing apparatus of basement outer wall - Google Patents
Processing apparatus of basement outer wall Download PDFInfo
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- CN205591555U CN205591555U CN201521043898.7U CN201521043898U CN205591555U CN 205591555 U CN205591555 U CN 205591555U CN 201521043898 U CN201521043898 U CN 201521043898U CN 205591555 U CN205591555 U CN 205591555U
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- wall
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- finished product
- basement
- screw mandrel
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Abstract
The utility model discloses a processing apparatus of basement outer wall, implant the stagnant water lead screw in di lianqiang perpendicularly including at least one, the other end stationary phase of stagnant water lead screw links the template of wall one side perpendicularly and with hugging closely, and the laminating of the template outside is provided with the wooden fossil fragments of finished product, wherein, the stagnant water lead screw pierces through template and finished product wood fossil fragments are connected template and finished product wood fossil fragments fixedly through the cooperation with at least one steel pipe, the top of template sets up the horn mouth, sets up the slip casting pipe on the horn mouth. The beneficial effect of the utility model: the problem of single traditional membrane external wall construction method need adopt full hall scaffold frame and a large amount of built -in fittings, has reduced construction cost and has dropped into, has accelerated the construction progress, has improved construction quality because the traditional braced system of the higher adoption of basement outer wall wall body and can't effectually bear the concrete lateral pressure and when pouring the template precision relatively poor to and the basement outer wall to pour the quality poor, the density is relatively poor with the anti -permeability is solved.
Description
Technical field
This utility model relates to construction, it particularly relates to the processing means of a kind of outer wall of basement.
Background technology
In the construction of outer wall of basement, when using single formwork construction method, the lateral pressure that body of wall concrete construction produces will be undertaken by template completely, therefore, the support system that will seek template has certain intensity, rigidity and stability, i.e. one side formwork strutting system requires have certain Lateral resisting ability, can guarantee that template does not walks when concreting, not skewed.Traditional single formwork way does not has the solid to tension of split bolt, therefore the facade of template brace and diagonal brace by full hall frame side completely positions fixing, therefore ground needs substantial amounts of built-in fitting, the precision of physical dimension and safety of structure when guarantee exterior wall concrete pours, this just makes the cost of construction be greatly increased.
So, develop a kind of simple in construction, and possess the processing means of the outer wall of basement of good intensity, rigidity and stability, become the problem needing solution badly for insider.
Utility model content
For the above-mentioned technical problem in correlation technique, the utility model proposes the processing means of a kind of outer wall of basement, it is possible to also ensure that it has good intensity, rigidity and stability in the situation ensureing simple in construction.
For realizing above-mentioned technical purpose, the technical solution of the utility model is achieved in that
A kind of processing means of outer wall of basement, the sealing screw mandrel in ground-connecting-wall vertically it is implanted in including at least one, the other end of sealing screw mandrel fixes template that is perpendicular and that be close to ground-connecting-wall side, outside template, laminating is provided with finished product rough ground, wherein, described sealing screw mandrel penetrates described template and finished product rough ground and by template and finished product rough ground being fixed with being connected of at least one steel pipe；The top of described template arranges horn mouth, and horn mouth arranges Grouting Pipe.
Further, one end that described sealing screw mandrel is connected with template is fixed by split bolt, and fixes described steel pipe further by this split bolt.
Further, the quantity of described steel pipe is two, and is positioned at sealing screw mandrel and stretches out the both sides up and down of finished product rough ground one end and fix relative to ground level.
Further, two steel pipes also set up the mountain type card fixing by described split bolt with sealing screw mandrel bearing.
Further, described horn mouth is fixed on template top by one end and inclined plank is formed.
Further, described Grouting Pipe is fixed on plank top and two ends are respectively facing the both sides of template.
The beneficial effects of the utility model: this utility model solves traditional list and props up film external wall construction method and need to use full hall scaffold and the problem of a large amount of built-in fitting, decrease construction cost to put into, accelerate construction speed, improve construction quality, and also solve the problem that when cannot effectively bear concrete lateral pressure due to the traditional support system of the higher employing of outer wall of basement body of wall and pour, template precision is poor, and outer wall of basement pouring quality is poor, density and the poor problem of impermeability.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, the accompanying drawing used required in embodiment will be briefly described below, apparently, accompanying drawing in describing below is only embodiments more of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the processing means structural representation according to the outer wall of basement described in this utility model embodiment.
In figure:
1, ground-connecting-wall；2, sealing screw mandrel；3, template；4, finished product rough ground；5, steel pipe；6, horn mouth；7, Grouting Pipe；8, split bolt；9, mountain type card.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained, broadly fall into the scope of this utility model protection.
As shown in Figure 1, processing means according to a kind of outer wall of basement described in this utility model embodiment, the sealing screw mandrel 2 being vertically implanted in ground-connecting-wall 1 including at least one, the other end of sealing screw mandrel 2 fixes template 3 that is perpendicular and that be close to ground-connecting-wall 1 side, outside template 3, laminating is provided with finished product rough ground 4, wherein, described sealing screw mandrel 2 penetrates described template 3 and finished product rough ground 4 and by template 3 and finished product rough ground 4 being fixed with being connected of at least one steel pipe 5；The top of described template 3 arranges horn mouth 6, and horn mouth 6 arranges Grouting Pipe 7.
Further, one end that described sealing screw mandrel 2 is connected with template 3 is fixed by split bolt 8, and fixes described steel pipe 5 further by this split bolt 8.
Further, the quantity of described steel pipe 5 is two, and is positioned at sealing screw mandrel 2 and stretches out the both sides up and down of finished product rough ground 4 one end and fix relative to ground level.
Further, two steel pipes 5 also set up by the fixing mountain type card 9 of described split bolt 8 with sealing screw mandrel 2 bearing.
Further, described horn mouth 6 is fixed on template 3 top by one end and inclined plank is formed.
Further, described Grouting Pipe 7 is fixed on plank top and two ends are respectively facing the both sides of template 3.
Understand technique scheme of the present utility model for convenience, below by way of in specifically used mode, technique scheme of the present utility model is described in detail.
When specifically used, according to the processing means of outer wall of basement described in the utility model:
nullFirst one end of sealing screw mandrel 2 is implanted in ground-connecting-wall 1，The other end fastens to reduce the use of built-in fitting and scaffold when template 3 installs with split bolt 8，When template 3 is installed，Outside split bolt 8 and mountain type card 9 coordinate double steel pipe 5 to fix template 3，Prop up at outer wall of basement list vertically uses finished product rough ground 4 as support simultaneously in membranous system，Using double steel pipe 5 to combine outside finished product rough ground 4 makes finished product rough ground 4 interact as cross-brace，Become a stress system，Traditional supporting construction is replaced with this，Thus improve the precision of template 3，Monolateral wall upper end template 3 does horn mouth 6 when installing，Horn mouth 6 position is higher than the wall top 20cm poured，To ensure that pouring face in casting concrete can be full of higher than concrete during wall top，Concreting carries out form removal after concrete initial set after being filled by horn mouth and picks chisel，Carry out casting concrete in this approach and can improve the globality of concrete，Before template 3 is installed, zinc-plated Grouting Pipe 7 is arranged on monolateral wall top so that casting concrete slip casting uses，Exterior wall carries out slip casting after having poured 2 days，Improve the overall degree of compaction of its exterior wall concrete in this approach、Impermeability and intensity.
Wherein, this construction method comprises the steps:
1) ground-connecting-wall 1 waterproofing and leakage-stopping；
2) ground-connecting-wall 1 basal plane and the inverse external wall construction seam that completed pick chisel；
3) ground-connecting-wall 1 split bolt 8 that punches is implanted；
4) steel bar meter, colligation；
5) Grouting Pipe 7 is buried underground；
6) template 3 is installed；
7) concreting；
8) slip casting.
Wherein, model sheetinstallat is reinforced and is comprised the following steps:
1) template 3 is punched according to embedded water stop screw mandrel 2 position；
3) installation form 3 horn mouth 6 is set on top；
4) finished product rough ground 4 is arranged on outside template 3；
5) the most double steel pipe 5 is installed；
6) mountain type card 9 and split bolt 8 are installed outside sealing screw mandrel 2；
7) adjust finished product rough ground 4 and split bolt 8 degree of tightness, make template 3 position, flatness and perpendicularity meet design requirement.
The construction method provided described in this utility model solves traditional list and props up film external wall construction method and need to use full hall scaffold and the problem of a large amount of built-in fitting, decreases construction cost and puts into, accelerates construction speed, improves construction quality；Its principle is the spacing implantation sealing screw mandrel 2 on ground-connecting-wall 1 according to design and specification, template 3 is fixed as lockset with split bolt 8, and the method does not use built-in fitting can save the quantity that scaffold uses relative to traditional single formwork construction method simultaneously.
Solve the support system owing to the higher employing of outer wall of basement body of wall is traditional simultaneously and cannot well bear coagulation earth lateral pressure, the problem that when pouring, template 3 precision is poor；Its principle is to have employed finished product rough ground 4 with double steel pipe 5 support systems to replace traditional template 3 fixed form, use intensity, rigidity and stability that the raising template 3 that the finished product rough ground 4 of this form can be bigger supports, reduce the displacement of template 3 thus improve the precision of side wall construction, additionally use finished product rough ground 4 and pair steel pipe 5 support systems the consumption of substantial amounts of minimizing material and material can reuse, thus reduce construction cost, increase economic efficiency.
And it is poor also to solve outer wall of basement pouring quality, density and the poor problem of impermeability；Its principle is the employing built-in pipe Post Grouting Technique when casting concrete side wall, before template 3 is installed, in the most embedding Grouting Pipe in exterior wall top and bottom 7, wall top uses spring skeleton Grouting Pipe and two kinds of Grouting Pipe of coating steel pipe Grouting Pipe to bury underground simultaneously, treat that exterior wall concrete carries out slip casting after having poured 2 days, improve overall degree of compaction, impermeability and the intensity of its exterior wall concrete in this approach.
What this utility model brought mainly has the beneficial effect that:
Economic benefit
The construction method that this utility model provides need not make and install substantial amounts of built-in fitting the most do not set up full hall formula scaffold, it is not required that by substantial amounts of steel pipe and bowl buckle frame, save circulation material, by a relatively simple as sealing screw mandrel, also save artificial cost, therefore use this outer wall of basement construction technology cost-effective to increase economic efficiency.
Quality and benifit
The construction method that this utility model provides have employed finished product rough ground with double steel pipe support systems to replace traditional template fixed form, use the intensity improving shuttering supporting that the finished product rough ground of this form can be bigger, rigidity and stability, reduce the displacement of template thus improve the precision of side wall construction, improve the quality of outer wall of basement, additionally use built-in slip casting pipe Post Grouting Technique can improve the overall degree of compaction of its exterior wall concrete, impermeability and intensity, the most described above, use this outer wall of basement construction technology can improve the construction precision of exterior wall and the pouring quality of exterior wall concrete, very big volume quality and benifit is had for external wall construction.
In sum, by means of technique scheme of the present utility model, this utility model solves traditional list and props up film external wall construction method and need to use full hall scaffold and the problem of a large amount of built-in fitting, decrease construction cost to put into, accelerate construction speed, improve construction quality, and also solve the problem that when cannot effectively bear concrete lateral pressure due to the traditional support system of the higher employing of outer wall of basement body of wall and pour, template precision is poor, and outer wall of basement pouring quality is poor, density and the poor problem of impermeability；By improvements over the prior art, make the pouring quality of outer wall of basement be improved, shorten the engineering time, saved human cost, saved material, bring great economic benefit, there is good development prospect.
The foregoing is only preferred embodiment of the present utility model; not in order to limit this utility model; all within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (6)
1. the processing means of an outer wall of basement, it is characterized in that, the sealing screw mandrel in ground-connecting-wall vertically it is implanted in including at least one, the other end of sealing screw mandrel fixes template that is perpendicular and that be close to ground-connecting-wall side, outside template, laminating is provided with finished product rough ground, wherein, described sealing screw mandrel penetrates described template and finished product rough ground and by template and finished product rough ground being fixed with being connected of at least one steel pipe；The top of described template arranges horn mouth, and horn mouth arranges Grouting Pipe.
The processing means of outer wall of basement the most according to claim 1, it is characterised in that one end that described sealing screw mandrel is connected with template is fixed by split bolt, and fixes described steel pipe further by this split bolt.
The processing means of outer wall of basement the most according to claim 2, it is characterised in that the quantity of described steel pipe is two, and be positioned at sealing screw mandrel and stretch out the both sides up and down of finished product rough ground one end and fix relative to ground level.
The processing means of outer wall of basement the most according to claim 3, it is characterised in that two steel pipes also set up the mountain type card fixing by described split bolt with sealing screw mandrel bearing.
The processing means of outer wall of basement the most according to claim 4, it is characterised in that described horn mouth is fixed on template top by one end and inclined plank is formed.
The processing means of outer wall of basement the most according to claim 5, it is characterised in that described Grouting Pipe is fixed on plank top and two ends are respectively facing the both sides of template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521043898.7U CN205591555U (en) | 2015-12-15 | 2015-12-15 | Processing apparatus of basement outer wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521043898.7U CN205591555U (en) | 2015-12-15 | 2015-12-15 | Processing apparatus of basement outer wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205591555U true CN205591555U (en) | 2016-09-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521043898.7U Expired - Fee Related CN205591555U (en) | 2015-12-15 | 2015-12-15 | Processing apparatus of basement outer wall |
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| Country | Link |
|---|---|
| CN (1) | CN205591555U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419904A (en) * | 2017-09-18 | 2017-12-01 | 十九冶成都建设有限公司 | Chute mounting structure for concrete column pouring and using method thereof |
| CN107778029A (en) * | 2017-10-31 | 2018-03-09 | 中国冶集团有限公司 | The concrete curing method of pipe laying in structure |
| CN108999212A (en) * | 2018-08-22 | 2018-12-14 | 中国二十二冶集团有限公司 | The template construction method of underground concrete pool wall antiseep |
| CN111042547A (en) * | 2019-12-30 | 2020-04-21 | 中天建设集团有限公司 | One-step forming damage-free construction method of electric box and auxiliary construction device of electric box |
-
2015
- 2015-12-15 CN CN201521043898.7U patent/CN205591555U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419904A (en) * | 2017-09-18 | 2017-12-01 | 十九冶成都建设有限公司 | Chute mounting structure for concrete column pouring and using method thereof |
| CN107419904B (en) * | 2017-09-18 | 2020-04-14 | 十九冶成都建设有限公司 | Chute mounting structure for concrete column pouring and using method thereof |
| CN107778029A (en) * | 2017-10-31 | 2018-03-09 | 中国冶集团有限公司 | The concrete curing method of pipe laying in structure |
| CN107778029B (en) * | 2017-10-31 | 2021-04-02 | 中国一冶集团有限公司 | Concrete curing method for buried pipe in structure |
| CN108999212A (en) * | 2018-08-22 | 2018-12-14 | 中国二十二冶集团有限公司 | The template construction method of underground concrete pool wall antiseep |
| CN111042547A (en) * | 2019-12-30 | 2020-04-21 | 中天建设集团有限公司 | One-step forming damage-free construction method of electric box and auxiliary construction device of electric box |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20160921 Termination date: 20211215 |