CN1421579A - Filling reinforcing apparatus for construction fissure and waterproof method thereof - Google Patents
Filling reinforcing apparatus for construction fissure and waterproof method thereof Download PDFInfo
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- CN1421579A CN1421579A CN 01139468 CN01139468A CN1421579A CN 1421579 A CN1421579 A CN 1421579A CN 01139468 CN01139468 CN 01139468 CN 01139468 A CN01139468 A CN 01139468A CN 1421579 A CN1421579 A CN 1421579A
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Abstract
The present invention provides one kind of crack filling and reinforcing assembly and its waterproof method. To the cracks and holes in structure, gap filler with chap preventing and waterproofing functinos is filled for repair up to fine crack. The crack filling assembly includes injecting pipe installed to the inserting port, mixing pipe with inner stirring spiral wheel and installed to the exposed part of the injecting pipe, manifold comprising several sucking pipes and installed to the exposed part of the mixing pipe and valve members installed to the connecting parts of the manifold. The injecting pipe has several cutters in the ends as well as central spout and auxiliary spout.
Description
Technical field
The present invention relates generally to filler reinforcement device and the waterproof method thereof in the structure crack.In other words, because the distortion of the inside and outside portion of structure, when causing crack and hole, will have and prevent that the gap filler and the clear water that chap with water-proof function are poured in the place, crack, and repair, repair efficiency can reach trickle slit part.
Technical background
General structure, major part is built up with concrete, and concrete body causes crooked phenomenon through impaired easily after the long period.In addition, after the general newly-built structure construction, during water evaporates that it contained, inside and outside portion is easy to generate crack or be full of cracks at building.Such reason all can produce drainage, and the use overtime of its structure causes the total body to collapse thus.And, for the newly-built structure body,, when finding drainage is arranged, should construct once again if in the middle of the check after waterproof construction, produce the problem that its economic cost also significantly increases thereupon thus.
So former is technical, be full of cracks and drainage in order to prevent building provide many method for repairing and mending and water-tight device.For example, in Korean Patent communique 10-180959 number, introduced the waterproof method of building structure.
This method at first bores a hole 1 in the place that leaks as shown in Figure 1, and inserts the end has liner 2 as the crown image ascending pipe 3 in this hole 1, inserts in the hole 1 this ascending pipe 3 and fixed installation.Then, pumping is connected ascending pipe 3 with the pipe 5 that water-soluble waterproof agent, water-stop, cement, clear water mix the water pumper 4 of made gap filler 6, thereby with water pumper 4 gap filler 6 is pumped into the place that leaks, solidifies, the equal like this drainage that prevents building.
Its construction sequence of above-mentioned waterproofing is at first insert ascending pipe on structure, and after its insertion place made it firmly, perfusion to mix gap filler.The strong point that job practices as above has comprises and will all can repair for the place, crack that can not determine with naked eyes, and needn't remove the local structure that leaks.But its waterproofing also has some problems.Moreover, the gap filler that it poured into, in the time of will on work progress, pouring into continuously, also there is the not good enough problem of effect, in addition, when its gap filler will infiltrate into the place, crack that needs repairing, the words of slit part extremely in addition if its gap filler of generation runs off, for the gap filler that it poured into, can't take to stop measure with sealing.
In other words, above-mentioned waterproofing is under the situation of size that can not determine place, every crack and scale, perfusion to be to have the gap filler of certain viscosity, carries out repairing work.Thus, if the size at place, its crack is very small, or when if separately micro gap is arranged, the gap filler that it poured into can not pour into to the depths, crack, and is set in inlet easily.On the contrary, low if the size at the viscosity of gap filler and place, crack was compared, the gap filler that is poured into is along with the crack very fast infiltration in place, and, leak outside easily to structure.Moreover, do not know the size that the crack is located before the construction, can't adopt the gap filler of proper viscosity to pour into thus.
So the size in slit, pipe leak place does not adopt same gap filler to pour into, the setting time problem when producing gap filler thus and solidifying and solidify after cause water proofing property to descend problem.Thus, need a kind of can the adjustment viscosity of gap filler, and then carry out the device of repairing work according to the size at place, crack.
In addition, among the existing job practices, the gap filler that is poured into is sentenced ascending pipe and is carried from bunker to crack.So in the middle of course of conveying,, all can cause blocking the significant problem of carrier pipe because the gap of the proportion of material changes with transitivity.
Brief summary of the invention
The present invention proposes in order to address the above problem.Main purpose of the present invention is, at first after the small depths fresh water pouring at the place, crack that is produced along with inside and outside distortion of building structure, the pressure that changes to some extent according to the clear water that is poured into checks, and adopts the gap filler that adapts with it, it is poured in the crack locates.Thus, allow gap filler and water generates chemical reaction, make the gap filler rapid permeability to micro gap, harden, simultaneously, situation according to the local place, crack of construction, select to adopt the gap filler that adapts with it to pour into, thereby all can firmly repair, to improve its water proofing property the place, crack.
Other purpose of the present invention is, except sentence in the crack of needs repairing, if insertion place at the gap filler ascending pipe, generating material spill phenomenon the time, but opening installation with the interconnected multiple branch pipe of ascending pipe on gap filler adjust valve and the valve component that is provided with in addition, pour into water-stop, thereby prevent the loss of gap filler, have the effect of increasing work efficiency and saving economic cost.
Another object of the present invention is, prevents that the gap filler that poured into and the dust at place, crack from intermingling each other, and causes the stuck phenomenon of ascending pipe outlet opening thus, thereby makes gap filler infiltrate into stably that sentence in the crack and the micro gap part of institute's difference.
For achieving the above object, the invention provides the assembly of the filler reinforcement device in a kind of structure crack, it is included in, and the concrete construction part is formed to be inserted beyond the ascending pipe of installing on the mouth, also have its inside to have to stir with helical wheel, in order to be assemblied in the mixing tube on the end of exposing of ascending pipe, formed, be assemblied in the multiple branch pipe that exposes the end of above-mentioned mixing tube with a plurality of suction pipe, be assemblied in the valve component on each coupling part of above-mentioned multiple branch pipe; Being installed on the end of inserting mouth of ascending pipe also formed beyond a plurality of cutting sections that cut with length direction the auxiliary spout that also has central spout and be assemblied in the side.
In the filler reinforcement device in above-mentioned structure crack, cutting section is to begin in the upper end of ascending pipe to cut with certain length, and arranged with radiation shapes along the direction of ascending pipe.
In the filler reinforcement device in above-mentioned structure crack, cutting section is to keep the position of certain distance to begin to cut from the upper end of ascending pipe.
Accompanying drawing is briefly narrated
From below in conjunction with the detailed description that accompanying drawing carried out, can more be expressly understood purpose and characteristics that the present invention is above-mentioned.
Fig. 1 is the user mode figure of the filler reinforcement device in prior art constructions body crack.
Fig. 2 is the structure chart according to the filler reinforcement device in structure of the present invention crack.
Fig. 3 is according to user mode figure of the present invention.
Fig. 4 a and 4b are sectional drawings, and they show respectively according to the cutting section structure in order to the injection gap filler on the ascending pipe end of the filler reinforcement device in structure of the present invention crack.
Implement best mode of the present invention
Fig. 1 is the user mode figure of the filler reinforcement device in existing structure body crack, Fig. 2 is the structure chart according to the filler reinforcement device in structure of the present invention crack, Fig. 3 is according to user mode figure of the present invention, Fig. 4 a and 4b are the sectional drawings according to the filler reinforcement device in structure of the present invention crack, are processed with cutting section in order to inject gap filler on its ascending pipe end.
As shown in the figure, structure of the present invention has the mixing tube 20, multiple branch pipe 30, the valve component 40 that stir with helical wheel 21 by ascending pipe 10, its inside and is connected to each other and is formed.
Utilize auger to bore a hole on the formed jack 50 in the coagulation figure place of constructing, an end of ascending pipe 10 is mounted thereto, on this end of the ascending pipe of being installed on the jack 50 10, also have formed along its length a plurality of cutting section 14.Thereby, a plurality of auxiliary spout that has central spout and be positioned at the side at this end of ascending pipe 10.
The cutting section 14 of above-mentioned incision begins from the upper end of ascending pipe 10 to be cut with certain length and makes shown in Fig. 4 a.When making cutting section 14, cutting section 14 is arranged with radiation shapes, make ascending pipe 10 surfaces that wherein are provided with cutting section 14 can have same intensity.
As mentioned above, the one end is installed in the other end of the ascending pipe 10 in the jack 50 in concrete construction place, and that end of the ascending pipe 10 that is promptly exposed on the ground is equipped with bell tap 11.On the bell tap 11 of ascending pipe 10, also has junction block 12, on an end that is connected mixing tube 20.And the lateral surface of its junction block 12 is equipped with lever 13, in order to the on-off action between control ascending pipe 10 and the mixing tube 20.
The inside of above-mentioned mixing tube 20 also has stirs with helical wheel 21, in order to the material that injects is stirred.The other end of mixing tube 20 is installed bell tap 22, is used for linking together with multiple branch pipe 30.A plurality of suction pipes 31,31a, 31b in that the lateral surface setting of multiple branch pipe 30 interconnects have bell tap on each end of suction pipe, are used to connect valve component 40.And, in the connection of valve component 40 lever 42 is installed in the localities, with the on-off action that makes control with multiple branch pipe 30 passages.
Above-mentioned valve component 40 is in order to injecting clear water and the made gap filler of mixed material, and is made up of the 1st, the 2nd, the 3rd valve component 41,41a, 41b.The 1st valve component 41 is connected on the suction pipe 31, in order to allow clear water pass through mixing tube 20 and ascending pipe 10, to inject jack 50.2nd, the 3rd valve component 41a, 41b are connected on suction pipe 31a, the 31b, and according to the characteristic that the crack is located, select to have its required viscosity and mobile gap filler and water-stop injection mixing tube 20 respectively.
Above-mentioned clear water will be infused in the place, crack of concrete construction structure by ascending pipe 10, simultaneously, guarantee to have the gap filler injection channel of certain viscosity.And in the place, crack of its constructing structure body of being filled up with clear water, when injecting gap filler, its clear water infiltrates into small slit part smoothly by gap filler, thereby carries out stable joint filling engineering.In addition, the place, crack that clear water will be by structure, and when infiltrating into small slit part, but equal inspection pressure situations, the worker that makes can determine the size and the scale thereof at place, crack.
To narrate filler reinforcement device and running that the present invention has an above-mentioned structure arranged body crack now.
At first, the worker utilized metal detector before construction, will survey place, concrete crack, determined whether to bury underground main reinforcement, electric, gas pipe etc.Then, utilize auger, the circuit of probe process is bored a hole 50, and on jack 50, with the end insertion of ascending pipe 10.Thereafter, the other end and the mixing tube 20 that above-mentioned ascending pipe 10 are exposed with junction block 12 link together, and connect a multiple branch pipe 30 on the end in exposing of mixing tube 20.At last, after fixing respectively assembling the 1st, the 2nd, the 3rd valve component 41,41a, 41b on a plurality of suction pipes 31 of multiple branch pipe 30,31a, the 31b, whole assembling process finishes.
At this, as shown in Figure 3, the internal diameter φ 1 of formed jack 50 should be more a little bit smaller than the external diameter φ 2 of ascending pipe 10 in place, concrete crack, and is little of ascending pipe 10 being injected jack 50.
Method as described above, after installing, at first, the worker rotates the lever 42 of above-mentioned the 1st valve component 41, allow the 1st valve component 41 open, clear water will just can be injected in the jack 50 in concrete construction place through mixing tube 20 and ascending pipe 10 thus.The clear water that injects like this will infiltrate into small slit part, the filling chink part through the jack 50 in concrete construction place.
At this moment, if proceed to inject, all negative pressure can take place, clear water overflows jack 50 thus, makes naked eyes to discern on the one hand, will exert pressure to multiple branch pipe 30 on the other hand.
At this moment, the worker will determine the scale and the size in slit, place, crack with the supply pressure state of 30 li clear water of multiple branch pipe.Moreover, if exerted pressure in the slit, place, crack of filling with clear water, inject the words of clear water again, to make the place, crack that has on a small scale be subjected to high-intensity pressure, on the contrary, connected the fairly large place, crack that forms with small slit and be subjected to low intensive pressure making, the worker all can determine the state in slit, place, crack thus.
In other words, if mensuration is low-pressure, just indication infiltrates into small slit part at present by the clear water that the 1st valve component 41 injects.Thus, the worker of this moment is under situation about filling with clear water, the lever 42 of shutting the 1st valve component 41 then, is opened the 2nd valve component 41a to break off the injection of clear water, allow have height viscosity and mobile pointing, be injected into mixing tube 20 and carry.
Be transported to the pointing with height viscosity and flowability of mixing tube 20, act on owing to stir with helical wheel 21, and under stirring, through ascending pipe 10, and the aquation characteristics that it has make rapid permeability to the slit part, solidify after filling chink down.
At this moment, above-mentionedly infiltrate into crack place on the concrete construction structure and slit part through ascending pipe 10, the inlet of its full-bodied free-flowing material is the epimere that is confined to ascending pipe 10.Thus if its full-bodied free-flowing material, go up residual dust with the place, crack and intermingle each other in the middle of the filling process carrying out, all can cause its ascending pipe 10 epimere parts blocked, make ascending pipe 10 lose perfusion functional.
In other words, when ascending pipe 10 is installed on the concrete construction structure formed jack 50, because the dust that vibrations produce when installing all can be deposited in jack 50 inboards.And, just intermingle each other, thereby block the injection channel of ascending pipe 10 with dust by the free-flowing material that ascending pipe 10 pours into.
So, in order to improve the injection effect of the free-flowing material that is poured into ascending pipe 10, be preferably on the epimere edge of ascending pipe 10, form a plurality of sides cutting section 14.In addition, the explanation of the structure of aforesaid ascending pipe 10, being installed on the end of inserting mouth of ascending pipe 10 of the present invention also formed a plurality of cutting sections 14.Cutting section 14 as above is when ascending pipe 10 perfusion free-flowing materials, if ascending pipe 10 upper ends central authorities output just can make free-flowing material pour into by cutting section 14 along side direction when blocked.
As mentioned above, because cutting section 14 has been arranged, the upper end of ascending pipe 10 has a plurality of injection channels, so on the filling process of free-flowing material, when if the injection channel of ascending pipe 10 is plugged, all can utilize the injection channel of other direction, make that the perfusion of free-flowing material is carried out.
Formed cutting section 14 is shown in Fig. 4 b on the ascending pipe 10, keeps the position of certain distance to begin to cut and make cutting section 14a from the upper end of ascending pipe 10.In implementing best mode of the present invention, cutting section 14a cuts along the length direction of ascending pipe 10, and has oval in shape.
As mentioned above, when cutting section 14a kept the position of certain distance to begin to cut from the upper end of ascending pipe 10, its manufacture method is difficulty relatively.But, in the centre and the end portion of the ascending pipe 10 of the lower position of cutting section 14a, the round tube that does not only have cut-away portions but also all be kept perfectly, very superior aspect intensity thus.
In other words, the upper end of ascending pipe when being installed in the concrete construction structure, all can directly be given a shock, and clear water that is poured into and gap filler will pour into height pressure, need high-intensity withstand voltage thus.So as mentioned above, cutting section 14a begins to cut and make from the position of the upper end maintenance certain distance of ascending pipe 10, makes the upper end of ascending pipe 10 keep sufficient high strength thus.
In addition,, just indicate its place, crack that the slit part is all arranged, will have more low viscous pointing thus and be injected into mixing tube 20 by the 3rd valve component 41b and carry if clear water measures is high pressure.And have more low viscous pointing, because 20 li stirring actions with helical wheel 21 of mixing tube, the energy rapid permeability solidifies after filling chink down to the slit part under stirring.
As above the present invention who is provided, the same in order to improve the waterproof effect of structure with above-mentioned step, at first utilize ascending pipe 10, after the fresh water pouring, select one of above-mentioned valve component 40 valve component, in order to perfusion waterproof liquid.Secondly, waterproof liquid is because its aquation characteristics and rapid permeability to the slit part of being filled with clear water, and carry out filling chink with step as above.
And, if the concentration of the waterproof liquid that the place in slit is injected is lower, flow out to space or be full of cracks part thus, will pour into water-stop, allow waterproof liquid solidify easily and filled up.
At last, after whole construction finishes, the ascending pipe of being fixed on the constructing structure body 10 is cut off, then, filled up sealing again.
As mentioned above, the filling reinforcing device in structure body provided by the present invention crack with and waterproof method, At first clear in the small depths perfusion at the place, crack that produces along with inside and outside distortion of building structure After the water, the pressure that changes according to its clear water that pours into checks, and adopts and to adapt with it The joint filling agent, pour at the place in the crack. Thus, allowed the biochemical reaction of joint filling agent and aquatic products, so that fast Speed infiltrates in the small slit hardens, and simultaneously, according to the situation at the local place, crack of construction, all can select to adopt Pour into the joint filling agent that adapts with it, thus the fracture place firmly repair, improve its water proofing property.
Therefore, waterproof construction and reinforcing construction on natural grottoes and the building roof also have excellent Effect more.
In addition, when the place, crack of structure body is poured into, not only can pour into smoothly, and not stifled The plug phenomenon, thus carry out the higher filling reinforced work of efficient, improve thus the reliability of product.
Claims (5)
1. the assembly of the filler reinforcement device in a structure crack, be included in that the concrete construction part is formed and insert mouthful the ascending pipe (10) installed in addition, also have its inside to have to stir with helical wheel (21), in order to be assemblied in the mixing tube (20) on the end of exposing of ascending pipe, formed, be assemblied in the multiple branch pipe (30) that exposes the end of above-mentioned mixing tube (20) with a plurality of suction pipe, be assemblied in the valve component (40) on each coupling part of above-mentioned multiple branch pipe (30);
A plurality of cutting sections (14) of being cut with length direction have also been formed on the end that being installed in of ascending pipe (10) inserted mouthful in addition, the auxiliary spout that also has central spout and be assemblied in the side.
2. the filler reinforcement device in structure as claimed in claim 1 crack is characterized in that, cutting section is to begin in the upper end of ascending pipe to cut with certain length, and arranged with radiation shapes along the direction of ascending pipe.
3. the filler reinforcement device in structure as claimed in claim 1 crack is characterized in that, cutting section is to keep the position of certain distance to begin to cut from the upper end of ascending pipe, thereby makes the structure of cutting section (14a).
4. the job practices of the filler reinforcement device in a structure crack comprises the steps:
In the concrete construction that produces the place, crack in the localities, perforation forms jack (50);
On jack (50), the multiple branch pipe (30) that will have a plurality of valve components (41,41a, 41b) and mixing tube (20) and be installed in ascending pipe (10) on the mixing tube (20) etc. and fix assembling;
Open first valve component (41) that is linked on the multiple branch pipe (30), make clear water be filled in the jack (50);
The clear water that is injected into the place, crack by jack (50) is measured its supply pressure;
According to the pressure of measuring, if when supply pressure is low, will be by second valve component (41a), allow have full-bodied gap filler and be injected into mixing tube (20); If supply pressure is when higher, will be by the 3rd valve component (41b), allow have low viscous gap filler and be injected into mixing tube (20);
The filler reinforcement method in described structure crack is filled into gap filler through aforesaid step the place, crack of structure.
5. the job practices of the filler reinforcement waterproof in a structure crack comprises the steps:
In the concrete construction that produces the place, crack in the localities, perforation forms jack (50);
On jack (50), the multiple branch pipe (30) that will have a plurality of valve components (41,41a, 41b) and mixing tube (20) and will be installed in ascending pipe (10) on the mixing tube (20) etc. and fix assembling;
Open first valve component (41) that is linked on the multiple branch pipe (30), make clear water be filled in the jack (50);
Utilize valve component (41a) with the waterproof perfusion to the slit part that is connected to jack (50);
The filler reinforcement waterproof method in described structure crack is located the waterproof perfusion through aforesaid step to the crack of structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01139468 CN1421579A (en) | 2001-11-23 | 2001-11-23 | Filling reinforcing apparatus for construction fissure and waterproof method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01139468 CN1421579A (en) | 2001-11-23 | 2001-11-23 | Filling reinforcing apparatus for construction fissure and waterproof method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN1421579A true CN1421579A (en) | 2003-06-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01139468 Pending CN1421579A (en) | 2001-11-23 | 2001-11-23 | Filling reinforcing apparatus for construction fissure and waterproof method thereof |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105214895A (en) * | 2015-08-25 | 2016-01-06 | 宁波大学 | A kind of low-pressure injection method of reinforcing steel bar corrosion inhibitor |
| CN106988437A (en) * | 2017-04-02 | 2017-07-28 | 袁超 | A kind of small hole filler device for building |
| CN108952208A (en) * | 2018-09-25 | 2018-12-07 | 深圳市志纵四海科技有限公司 | Object crack fix tool |
| CN112411307A (en) * | 2020-11-13 | 2021-02-26 | 山东省交通科学研究院 | Emulsified asphalt emulsion manufacturing and pavement longitudinal cold joint emulsion pouring method |
-
2001
- 2001-11-23 CN CN 01139468 patent/CN1421579A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105214895A (en) * | 2015-08-25 | 2016-01-06 | 宁波大学 | A kind of low-pressure injection method of reinforcing steel bar corrosion inhibitor |
| CN106988437A (en) * | 2017-04-02 | 2017-07-28 | 袁超 | A kind of small hole filler device for building |
| CN106988437B (en) * | 2017-04-02 | 2018-06-22 | 郑占强 | A kind of small hole filler device for building |
| CN108952208A (en) * | 2018-09-25 | 2018-12-07 | 深圳市志纵四海科技有限公司 | Object crack fix tool |
| CN108952208B (en) * | 2018-09-25 | 2024-03-26 | 深圳市志纵四海科技有限公司 | Object crack repairing tool |
| CN112411307A (en) * | 2020-11-13 | 2021-02-26 | 山东省交通科学研究院 | Emulsified asphalt emulsion manufacturing and pavement longitudinal cold joint emulsion pouring method |
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