CN202925908U - Post-cast strip intercept concrete assembly - Google Patents
Post-cast strip intercept concrete assembly Download PDFInfo
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- CN202925908U CN202925908U CN 201220497610 CN201220497610U CN202925908U CN 202925908 U CN202925908 U CN 202925908U CN 201220497610 CN201220497610 CN 201220497610 CN 201220497610 U CN201220497610 U CN 201220497610U CN 202925908 U CN202925908 U CN 202925908U
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Abstract
The utility model provides a post-cast strip intercept concrete assembly which comprises a post-cast strip, board ribs arranged on two sides of the post-cast strip, a post-cast strip template which is connected with the board ribs, an intercept net which is connected with the board ribs in a welding mode, and is used for intercepting concrete, and protective layers which are connected with two sides of the intercept net, wherein a protective layer on one side of the intercept net is connected with the post-cast strip template, and a protective layer on the other side of the intercept net is connected with the post-cast strip. According to the post-cast strip intercept concrete assembly, the intercept net which is used for intercepting the concrete is connected with the board ribs in the welding mode, compared with binding connection of steel wire mesh and board ribs in the prior art, obviously, connecting strength of the steel wire mesh and the board ribs is improved, probability of dropping of the intercept net is reduced, thus intercept of the concrete on the two sides of the post-cast strip is strengthened, thus waste of the concrete is reduced, construction cost is reduced, and meanwhile winkling and chiseling workload is reduced.
Description
Technical field
The utility model relates to interception concrete technology field, ater-casting, more particularly, relates to a kind of ater-casting interception concrete assembly.
Background technology
In building operations, uneven due to temperature for the reinforced concrete structure after preventing from pouring into a mould, shrink unequal reason and produce harmful cracks, according to the job specfication requirement, stay in sole plate, wall, beam relevant position and establish temporary construction seam, i.e. ater-casting.By the ater-casting, the casting reinforced concrete structure temporarily is divided into some parts, shrinks through component inside, again at place, ater-casting disturbing concrete, part is linked to be integral body after the some time.
When keeping somewhere the ater-casting in tradition construction, after reinforcing bar binding is completed, need gauze wire cloth to cover on the plate muscle of both sides, ater-casting, and colligation is on the plate muscle, the interception concrete, when avoiding to both sides, ater-casting fluid concrete, concrete casting is in the ater-casting.At present, mostly adopt individual layer gauze wire cloth interception concrete.Generally also need the gauze wire cloth topping is set, topping is generally batten, and colligation is in the up and down of gauze wire cloth.
But, the common colligation of gauze wire cloth is on the plate muscle, under concrete Action of Gravity Field, more easily cause the connector slippage of metal binding wire net, make gauze wire cloth partly come off (gauze wire cloth comes off, and is easy to cause the gauze wire cloth sag of protecting coating), finally cause the part gauze wire cloth can not realize tackling concrete effect, concrete occurs and reveal, make concrete waste more, building costs is higher; Simultaneously, concrete is revealed, and causes the place, ater-casting concrete to occur, and what increased the ater-casting picks the cutter workload.
In sum, how to strengthen the concrete interception in both sides, ater-casting, reducing concrete waste, reduce building costs, that reduces simultaneously the ater-casting picks the cutter workload, is present those skilled in the art's problem demanding prompt solution.
The utility model content
The purpose of this utility model is to provide a kind of ater-casting interception concrete assembly, strengthens the concrete interception in both sides, ater-casting, to reduce concrete waste, reduces building costs, and that reduces simultaneously the ater-casting picks the cutter workload.
To achieve these goals, the utility model provides following technical scheme:
A kind of ater-casting interception concrete assembly comprises: the ater-casting; Be positioned at the plate muscle of both sides, described ater-casting, the alter-pouring strips mould plate that is connected with described plate muscle; Be weldingly connected with described plate muscle, be used for tackling concrete catch net; The topping that is connected with described catch net both sides, the described topping of wherein said catch net one side is connected with described alter-pouring strips mould plate, and the described topping of opposite side is connected with described ater-casting.
Preferably, in above-mentioned ater-casting interception concrete assembly, described catch net specifically comprises trapezoidal muscle and the gauze wire cloth that is wrapped on described trapezoidal muscle.
Preferably, in above-mentioned ater-casting interception concrete assembly, described gauze wire cloth is at least two-layer.
Preferably, in above-mentioned ater-casting interception concrete assembly, described trapezoidal muscle and described plate muscle are weldingly connected by the diagonal brace reinforcing bar.
Preferably, above-mentioned ater-casting interception concrete assembly also comprises seal plate; The described trapezoidal muscle that is positioned at described ater-casting one side is specially two; Described seal plate and is weldingly connected with two described trapezoidal muscle respectively between two described trapezoidal muscle.
Preferably, above-mentioned ater-casting interception concrete assembly also comprises the flitch between described plate muscle and described alter-pouring strips mould plate.
Preferably, in above-mentioned ater-casting interception concrete assembly, described topping is specially wooden screen, and the thickness of described topping is 10-20mm.
Preferably, in above-mentioned ater-casting interception concrete assembly, the length of described trapezoidal muscle is specially 2-4m, and the width of described trapezoidal muscle is 60-120mm, and the terraced distance between tie rods of described trapezoidal muscle is 150-300mm.
The ater-casting interception concrete assembly that the utility model provides, be used for tackling concrete catch net and the plate muscle is weldingly connected, be connected with the colligation of plate muscle with gauze wire cloth in prior art, obviously, improve the bonding strength of gauze wire cloth and plate muscle, reduced the probability that catch net comes off, thereby strengthened the concrete interception in both sides, ater-casting, and then reduced concrete waste, and reduced building costs, that has also reduced simultaneously the ater-casting picks the cutter workload.
Description of drawings
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, the below will do to introduce simply to the accompanying drawing of required use in embodiment or description of the Prior Art, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skills, under the prerequisite of not paying creative work, can also obtain according to these accompanying drawings other accompanying drawing.
The structural representation of concrete assembly is tackled in the ater-casting that Fig. 1 provides for the utility model embodiment;
The phantom of concrete assembly is tackled in the ater-casting that Fig. 2 provides for the utility model embodiment;
Fig. 3 is the structure for amplifying schematic diagram of the A part of Fig. 2;
The schematic diagram of trapezoidal muscle and seal plate relative position in the ater-casting interception concrete assembly that Fig. 4 provides for the utility model embodiment.
In upper Fig. 1-4:
Ater-casting 1, trapezoidal muscle 2, gauze wire cloth 3, topping 4, alter-pouring strips mould plate 5, flitch 6, seal plate 7, terraced bar 8.
The specific embodiment
The utility model embodiment provides a kind of ater-casting interception concrete assembly, has strengthened the concrete interception in both sides, ater-casting, and then has reduced concrete waste, has reduced building costs, and that has also reduced the ater-casting simultaneously picks the cutter workload.
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, rather than whole embodiment.Based on the embodiment in the utility model, those of ordinary skills are not making the every other embodiment that obtains under the creative work prerequisite, all belong to the scope of the utility model protection.
Please refer to accompanying drawing 1-4, the structural representation of concrete assembly is tackled in the ater-casting that Fig. 1 provides for the utility model embodiment; The phantom of concrete assembly is tackled in the ater-casting that Fig. 2 provides for the utility model embodiment; Fig. 3 is the structure for amplifying schematic diagram of the A part of Fig. 2; The schematic diagram of trapezoidal muscle and seal plate relative position in the ater-casting interception concrete assembly that Fig. 4 provides for the utility model embodiment.
The ater-casting interception concrete assembly that the utility model embodiment provides comprises: ater-casting 1; Be positioned at the plate muscle of 1 both sides, ater-casting, the alter-pouring strips mould plate 5 that is connected with the plate muscle; Be weldingly connected with the plate muscle, be used for tackling concrete catch net; The topping 4 that is connected with catch net both sides, wherein the topping 4 of catch net one side is connected with alter-pouring strips mould plate 5, and the topping 4 of opposite side is connected with ater-casting 1.
The ater-casting interception concrete assembly that the utility model embodiment provides, be used for tackling concrete catch net and the plate muscle is weldingly connected, be connected with the colligation of plate muscle with gauze wire cloth in prior art, obviously, improved the bonding strength of catch net and plate muscle, reduced the probability that catch net comes off, thereby strengthened the ater-casting 1 concrete interception in both sides, and then reduced concrete waste, reduced building costs, simultaneously also reduce the amount that concrete leaks to ater-casting 1, so reduced ater-casting 1 pick the cutter workload.
Preferably, in the ater-casting interception concrete assembly that above-described embodiment provides, catch net specifically comprises trapezoidal muscle 2 and the gauze wire cloth 3 that is wrapped on trapezoidal muscle 2.Like this, more be convenient to the welding of catch net, the preferential selection will first be wrapped in gauze wire cloth 3 on trapezoidal muscle 2, and trapezoidal muscle 2 is being welded on the plate muscle, and certainly, in welding process, part gauze wire cloth 3 may also be welded on the plate muscle.Owing to before gauze wire cloth 3 being wrapped on trapezoidal muscle 2, again trapezoidal muscle 2 is welded on the plate muscle, obviously, gauze wire cloth 3 is more difficult to come off, and has improved the bonding strength of gauze wire cloth 3 with the plate muscle; Trapezoidal muscle 2 has also improved the interception intensity of whole catch net to a certain extent simultaneously, further strengthened the ater-casting 1 concrete interception in both sides, and then further reduced concrete waste, and reduced building costs, that has also further reduced simultaneously ater-casting 1 picks the cutter workload.Simultaneously, gauze wire cloth 3 is wrapped on trapezoidal muscle 2, has also protected to a certain extent gauze wire cloth 3, reduced the impaired probability of gauze wire cloth 3, improved the interception intensity of gauze wire cloth 3, extended the application life of gauze wire cloth 3.
In order further to optimize technique scheme, in the ater-casting interception concrete assembly that above-described embodiment provides, gauze wire cloth 3 is at least two-layer, can further strengthen like this interception intensity of catch net, simultaneously also further reduce the impaired probability of gauze wire cloth 3, improved dependability.
In order effectively to strengthen the interception intensity of catch net, can realize with the bonding strength of plate muscle by strengthening trapezoidal muscle 2, preferred, in the ater-casting interception concrete assembly that above-described embodiment provides, trapezoidal muscle 2 is weldingly connected by the diagonal brace reinforcing bar with the plate muscle.Certainly, can realize in other way, the utility model embodiment does not do concrete restriction to this yet.
When basement construction, keep somewhere ater-casting 1 seal plate 7 need to be set, concrete, the ater-casting concrete interception assembly that above-described embodiment provides also comprises seal plate 7; The trapezoidal muscle 2 that is positioned at ater-casting 1 one sides is specially two; Seal plate 7 and is weldingly connected with two trapezoidal muscle 2 respectively between two trapezoidal muscle 2.Concrete, seal plate 7 is steel plate for sealing water.Certainly, can adopt other metal sheet, the utility model embodiment does not do concrete restriction to this yet.
Preferably, the ater-casting concrete interception assembly that above-described embodiment provides also comprises the flitch 6 between plate muscle and alter-pouring strips mould plate 5, further strengthens the interception intensity of catch net, reduces concrete leakage.The size of flitch 6 is set according to the size of ater-casting 1 and the size of catch net, and the utility model embodiment does not do concrete restriction to this.
In the ater-casting concrete interception assembly that above-described embodiment provides, preferentially select topping 4 to be wooden screen, the rear degree of topping 4 is 10-20mm, and is concrete, and the thickness of topping 4 is 15mm, and wooden screen is generally batten, and the width of batten is specially 50mm.Certainly, can select other baffle plates as topping 4, the thickness of topping 4 is not unique yet yet, and the utility model embodiment does not do concrete restriction for material and the thickness of topping 4.
Preferably, in the ater-casting concrete interception assembly that above-described embodiment provides, the length of trapezoidal muscle 2 is specially 2-4m, and the width of trapezoidal muscle 2 is 60-120mm, and terraced bar 8 spacings of trapezoidal muscle 2 are 150-300mm.Certainly, need to set the size of trapezoidal muscle 2 according to the size of actual ater-casting 1, the utility model embodiment does not do concrete restriction to this.
Concrete, a certain engineering is that six monomers are respectively 30 floor, and length is all over 55m, and every deck arranges an ater-casting 1.Adopt the reinforcing bar welding to be processed into the high 120mm that is, the long 4m(of being specifically determines according to the length of slab thickness and ater-casting 1 and the convenience degree of installation), ladder bar 8 spacings are the trapezoidal muscle 2 of 300mm, the width of gauze wire cloth 3 is 300mm, being wrapped on trapezoidal muscle 2 of gauze wire cloth 3 one lamination one decks, form clad steel silk screen sheet, be placed on the levels reinforcing bar middle (namely being placed on the plate muscle) of floor, trapezoidal muscle 2 is connected and adopts the electric welding of diagonal brace reinforcing bar with the electric welding of floor levels reinforcing bar, guarantees stable ensuring the quality of products.The topping 4 of the levels gauze wire cloth 3 of floor is set thickness according to designing requirement, and the topping 4 of lower floor eject the position line of ater-casting 1 on template, and the position of the position line that ejects nails on topping 4 with nail on template after the template laying is complete.The topping 4(on upper strata has certain thickness batten) directly colligation on top reinforcement, guarantee not spillage of concrete.
When ater-casting 1 is designed with seal plate 7, in seal plate 7 top and the bottom use spot welding modes, trapezoidal muscle 2 is reinforced, and used again the diagonal brace steel reinforcing.
Before the concreting of 1 both sides, ater-casting, trapezoidal muscle 2 is carried out subsurface work acceptance, check whether installation site, reinforcing and the topping 4 of trapezoidal muscle 2 meets the demands, when all meeting the demands, condition can pour into a mould ater-casting 1.
To the above-mentioned explanation of the disclosed embodiments, make this area professional and technical personnel can realize or use the utility model.Multiple modification to these embodiment will be apparent concerning those skilled in the art, and General Principle as defined herein can be in the situation that do not break away from spirit or scope of the present utility model, realization in other embodiments.Therefore, the utility model will can not be restricted to these embodiment shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (8)
1. an ater-casting interception concrete assembly, comprising: the ater-casting; Be positioned at the plate muscle of both sides, described ater-casting, the alter-pouring strips mould plate that is connected with described plate muscle; It is characterized in that, also comprise:
Be weldingly connected with described plate muscle, be used for tackling concrete catch net;
The topping that is connected with described catch net both sides, the described topping of wherein said catch net one side is connected with described alter-pouring strips mould plate, and the described topping of opposite side is connected with described ater-casting.
2. ater-casting interception concrete assembly according to claim 1, is characterized in that, described catch net specifically comprises trapezoidal muscle and the gauze wire cloth that is wrapped on described trapezoidal muscle.
3. ater-casting interception concrete assembly according to claim 2, is characterized in that, described gauze wire cloth is at least two-layer.
4. ater-casting interception concrete assembly according to claim 2, is characterized in that, described trapezoidal muscle and described plate muscle are weldingly connected by the diagonal brace reinforcing bar.
5. ater-casting interception concrete assembly according to claim 2, is characterized in that, also comprises seal plate; The described trapezoidal muscle that is positioned at described ater-casting one side is specially two; Described seal plate and is weldingly connected with two described trapezoidal muscle respectively between two described trapezoidal muscle.
6. ater-casting interception concrete assembly according to claim 1, is characterized in that, also comprises the flitch between described plate muscle and described alter-pouring strips mould plate.
7. ater-casting interception concrete assembly according to claim 1, is characterized in that, described topping is specially wooden screen, and the thickness of described topping is 10-20mm.
8. the described ater-casting interception of any one concrete assembly according to claim 2-5, is characterized in that, the length of described trapezoidal muscle is specially 2-4m, and the width of described trapezoidal muscle is 60-120mm, and the terraced distance between tie rods of described trapezoidal muscle is 150-300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220497610 CN202925908U (en) | 2012-09-26 | 2012-09-26 | Post-cast strip intercept concrete assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220497610 CN202925908U (en) | 2012-09-26 | 2012-09-26 | Post-cast strip intercept concrete assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202925908U true CN202925908U (en) | 2013-05-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220497610 Expired - Fee Related CN202925908U (en) | 2012-09-26 | 2012-09-26 | Post-cast strip intercept concrete assembly |
Country Status (1)
| Country | Link |
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| CN (1) | CN202925908U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700846A (en) * | 2017-11-14 | 2018-02-16 | 中建四局第六建筑工程有限公司 | A kind of post-cast strip concrete arrester and its application method |
| CN108086493A (en) * | 2018-01-31 | 2018-05-29 | 武汉建工集团股份有限公司 | One kind blocks disconnected device and method for concrete at waffle beam post-cast strip |
-
2012
- 2012-09-26 CN CN 201220497610 patent/CN202925908U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700846A (en) * | 2017-11-14 | 2018-02-16 | 中建四局第六建筑工程有限公司 | A kind of post-cast strip concrete arrester and its application method |
| CN108086493A (en) * | 2018-01-31 | 2018-05-29 | 武汉建工集团股份有限公司 | One kind blocks disconnected device and method for concrete at waffle beam post-cast strip |
| CN108086493B (en) * | 2018-01-31 | 2024-05-10 | 武汉建工集团股份有限公司 | Concrete blocking device and method for post-pouring strip of multi-ribbed beam |
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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: 20130508 Termination date: 20170926 |