CN204295844U - Reusable reinforced concrete center pull-out test piece pouring mold - Google Patents
Reusable reinforced concrete center pull-out test piece pouring mold Download PDFInfo
- Publication number
- CN204295844U CN204295844U CN201420677007.2U CN201420677007U CN204295844U CN 204295844 U CN204295844 U CN 204295844U CN 201420677007 U CN201420677007 U CN 201420677007U CN 204295844 U CN204295844 U CN 204295844U
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- China
- Prior art keywords
- sleeve pipe
- hole
- mould
- reinforcing bar
- plate
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- Expired - Fee Related
Links
- 238000007586 pull-out test Methods 0.000 title 1
- 238000012360 testing method Methods 0.000 claims abstract description 36
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 34
- 238000005266 casting Methods 0.000 claims abstract description 7
- 239000004033 plastic Substances 0.000 claims abstract description 6
- 229920003023 plastic Polymers 0.000 claims abstract description 6
- 239000002184 metal Substances 0.000 claims abstract description 5
- 229910052751 metal Inorganic materials 0.000 claims abstract description 5
- 239000000463 material Substances 0.000 claims description 3
- 239000004567 concrete Substances 0.000 abstract description 21
- 229910000831 Steel Inorganic materials 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 239000010959 steel Substances 0.000 abstract description 4
- 239000000284 extract Substances 0.000 abstract description 3
- 230000002093 peripheral effect Effects 0.000 abstract 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 210000002435 tendon Anatomy 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920003229 poly(methyl methacrylate) Polymers 0.000 description 1
- 239000004926 polymethyl methacrylate Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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- Sampling And Sample Adjustment (AREA)
Abstract
The utility model provides a but reuse's reinforced concrete center extracts test piece pouring mould, can reuse, simple manufacture, it is with low costs, simultaneously can be applicable to pouring of different bonding length test pieces. The center pulled-out test piece pouring mold is made of hard plastic or metal and comprises a bottom plate and peripheral side plates, and the bottom ends of the peripheral side plates are connected with the bottom plate through bolts to form a box-type structure with an opening at the upper end; set up first reinforcing bar through-hole and bolt fastening on a set of relative curb plate and have first sleeve pipe, casting die still includes adjustable fender, and it has seted up second reinforcing bar through-hole and bolt fastening second sleeve pipe, and the second sleeve pipe just waits the internal diameter with first sleeve pipe coaxial line. The utility model can be recycled, has low cost and simple manufacture and assembly; the rigidity of the side plates is enhanced, and concrete test pieces with different steel bar diameters can be manufactured; the position of the adjustable baffle is adjusted, the requirements for manufacturing test pieces with different bonding lengths can be met, the universality is improved, and the cost is reduced.
Description
Technical field
The utility model relates to a kind of mould, and what particularly relate to that a kind of center passed for being manufactured with reinforcing bar reused extracts test specimen builds mould, and it is test specimen for measuring armored concrete adhesive property that test specimen is extracted at center.
Background technology
The cooperative basis of armored concrete has good bond and anchor property between reinforcing bar and concrete, and anchoring and the bonding of reinforcing bar are one of important contents of the Concrete Structure Design, its essence is adhesion problem.At present, center is mainly used to extract test specimen or beam specimen for the test of adhesive property (adhesion strength, bond-slip etc.) between reinforcing bar (comprising common plain steel-bar, deformed bar, deformed bar, FRP reinforcing bar etc.) and concrete (comprising normal concrete and various new concretes etc.).
When making above-mentioned two kinds of test specimens, because there is reinforcing bar to pass concrete, existing concrete mold can not be applied to the making of such test specimen, so generally make mould by plank sheathing to carry out casting concrete, when making mould with timber, need after template cutting, fixed together with iron nail or steel nail, method by iron nail or steel nail being extracted after having built test specimen takes mould apart, this just causes plank only can use once, cause timber resources to waste, and make wood mould and waste time and energy, processing cost is also higher; In addition, the concrete sample of different size needs to arrange different wood moulds, poor universality, also increases production and processing cost.
Summary of the invention
The utility model provides a kind of armored concrete center reused to extract test specimen and builds mould, extracting test specimen for building the center measuring armored concrete adhesive property, can reuse, make simple, cost is low, is applicable to different bonding lengthwise centers simultaneously and extracts building of test specimen.
In order to reach the object solved the problems of the technologies described above, the utility model provides following technical scheme: a kind of armored concrete center reused is extracted test specimen and built mould, described mold material of building is rigid plastics or metal, it comprises base plate and bolted four cycle side plates, and the bottom of four cycle side plates is connected the case structure surrounding upper end open with bed bolt;
The medial surface of described side plate is smooth surfaces, lateral surface is laid with multiple ribs, wherein one group of relative side plate offers and be positioned on same central axis and isodiametric first reinforcing bar through hole, and the first equal bolted in reinforcing bar through hole has the first sleeve pipe with its coaxial line described in two, one end of each described first sleeve pipe is inserted in the first reinforcing bar through hole of its place side plate, builds the outside of mould described in the other end is positioned at;
Described mould of building also comprises adjustable baffle plate for interval mould inside casting space, and a side surface of described adjustable baffle plate is smooth surfaces, and opposite side is laid with ribs on the surface; Described adjustable baffle plate offers the second reinforcing bar through hole with described first reinforcing bar through hole coaxial line, and be arranged with second sleeve pipe of a bolted in described adjustable baffle plate in described second reinforcing bar through hole, described second sleeve pipe and described first sleeve pipe coaxial line and uniform internal diameter.
Compared with prior art, advantage of the present utility model and good effect are: 1, the utility model is built mould and adopted rigid plastics or metal making, is bolted between side plate, between side plate and base plate, easy disassembly, can be recycled, reduce costs, and make and assemble simple; 2, by arranging multiple ribs on the lateral surface of each side plate, the rigidity of side plate can be strengthened, reducing side plate distortion as far as possible, ensureing test specimen pouring quality; 3, by changing the first sleeve pipe and second sleeve pipe of different inner diameters, test specimen is extracted at the center that can make different bar diameter; 4, by the position of adjustment adjustable baffle plate, the needs making different bond length test specimen can be met, improve versatility, reduce costs.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the front view that the utility model builds mould;
Fig. 2 is the top view that the utility model builds mould;
Fig. 3 is that the A-A of Fig. 2 is to sectional view;
Fig. 4 is that the utility model is built mould and loaded onto the A-A of Fig. 2 corresponding after reinforcing bar to sectional view;
Fig. 5 is the front view of the adjustable baffle plate being provided with the second sleeve pipe in the utility model embodiment;
Fig. 6 is the structural representation of die bottom plate in the utility model embodiment;
Fig. 7 is the another kind of fixed structure schematic diagram of adjustable baffle plate in the utility model embodiment.
Detailed description of the invention
For making the object of the utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Referring to figs. 1 through Fig. 3, a kind of armored concrete center reused of the present embodiment is extracted test specimen and is built mould, adopt rigid plastics (such as: ABS, POM, PS, PMMA, PC, PET, PBT, PPO etc.) or metal (such as steel, iron etc.), comprise base plate 1 and four cycle side plates 2, in the present embodiment, four cycle side plates 2 are involuted by two blocks of L shape side plates, involutory position is with bolts, the bottom of side plate 2 be also be connected by bolt between base plate 1, and then surround the case structure of upper end open.Because armored concrete test specimen requires that surface is plane, then the medial surface 2.1 of side plate 2 is smooth surfaces, its lateral surface 2.2 is laid with multiple ribs 2.3 to strengthen the rigidity of side plate 2, reduces side plate 2 as far as possible and is out of shape, ensure test specimen pouring quality, simultaneously, wherein one group of relative side plate 2 offers and be positioned on same central axis and isodiametric first reinforcing bar through hole 2.4, for passing for reinforcing bar 5, with reference to Fig. 4, and the two first equal bolted in reinforcing bar through hole 2.4 place have the first sleeve pipe 4 with its coaxial line, one end of each first sleeve pipe 4 is inserted in the first reinforcing bar through hole 2.4 of its place side plate 2, the other end is positioned at the outside of building mould, first sleeve pipe 4 had both played the effect of spacer bar 5, simultaneously by changing the first sleeve pipe 4 of different inner diameters (being also different wall), the concrete sample of different bar diameter can be made.In addition, composition graphs 1 to Fig. 3, simultaneously with reference to Fig. 5, the present embodiment is built mould and is also comprised adjustable baffle plate 3, be used for interval mould inside casting space, built the test specimen of different size by the position converting adjustable baffle plate 3, a side surface (surface namely contacted with concrete) of adjustable baffle plate 3 is smooth surfaces, another opposite flank is laid with ribs 3.1, to strengthen rigidity; Correspondingly, pass for making reinforcing bar 5, adjustable baffle plate 3 offers the second reinforcing bar through hole 3.2 with the first reinforcing bar through hole 2.4 coaxial line, and be arranged with second sleeve pipe 6, second sleeve pipe 6 of a bolted in adjustable baffle plate 3 and the first sleeve pipe 4 coaxial line in the second reinforcing bar through hole 3.2 and uniform internal diameter.
The present embodiment builds mould assembling flow path: be bolted by two L shape side plates 2 and be integrated, then be bolted with base plate 1; Being stretched into by second sleeve pipe 6 in the second reinforcing bar through hole 3.2 in adjustable baffle plate 3 makes it concordant with the inwall in hole, and be bolted in adjustable baffle plate 3, then adjustable baffle plate 3 is put into mould, itself and die side plate 2, to correct position, are connected and fixed by bolt by the test specimen size adjustment baffle plate needed for test; Then carry out the fixing of the first sleeve pipe 4, make it concordant with the inwall in hole in the first reinforcing bar through hole 2.4 the first sleeve pipe 4 being stretched into biside plate 2, be bolted in surrounding, now set of molds installs into.
At mould inner wall brushing releasing agent, pierce into reinforcing bar 5 by one first sleeve pipe 4, reinforcing bar 5 finally drops in two first sleeve pipes 4 and the second sleeve pipe 6, casting concrete, then make it closely knit by shake table or vibrating spear vibrated concrete, reach after form removal requirement until concrete strength in mould and take mould apart.
Form removal flow process is: back-outed by the fixed screw of the first sleeve pipe 4 and unload the first sleeve pipe 4, then the connecting bolt of two L shape side plates 2 is back-outed and unload biside plate 2, adjustable baffle plate 3 and the second sleeve pipe 6 being taken off along reinforcing bar 5 extraction by not building side, now can take out intact test specimen.
Side plate 2, base plate 1, first sleeve pipe 4, adjustable baffle plate 3 and the second sleeve pipe 6 etc. are cleaned, properly preserves after process is clean, continue when testing in order to next time to use.
For strengthening mold stiffness further, with reference to Fig. 6, the lateral surface of base plate 1 being also laid with multiple ribs 1.1, avoiding base plate 1 to be out of shape under unhardened fluid concrete lateral pressure, make the test specimen bottom surface after building ensure plane.
When building mould and being plastic material, ribs on each side plate 2 2.3 and side plate 2 can be formed in one structure, to improve globality, cut down finished cost; When for metal material, ribs 2.3 can be welded on side plate 2.On the lateral surface of base plate 1, also ribs 1.1 is set, also can in like manner arranges.
For strengthening the rigidity of the first sleeve pipe 4, in the present embodiment, the periphery of the first sleeve pipe 4 is laid with multiple ribs 4.1 equally.For the first sleeve pipe 4 fixing on side plate 2, shaping installation convex tendon 4.2 on the excircle of the first sleeve pipe 4 can be adopted, installation convex tendon 4.2 offer bolt hole, and then facilitates bolt to fix.Second sleeve pipe 6 fixing in adjustable baffle plate 3 also can in like manner be arranged.
As shown in Figure 5, for the installation of adjustable baffle plate 3, the present embodiment preferably adopts the mode be connected with the top bolt of die side plate 2 at its two ends, spillage problem when avoiding arranging bolt hole on side plate in casting process, ensures pouring quality.Concrete, the two ends, top of adjustable baffle plate 3 are provided with the bolt with bolt hole and install wing plate 3.3, corresponding side plate 2 top of mould is laid with and regulates elongated hole 2.5, adjustable baffle plate 3 during use, installs bolt hole bolted wherein regulating on elongated hole at respective side side plate 2 on wing plate 3.3 by its bolts at two ends.Certainly, also can arrange other installation forms, such as arrange draw-in groove at the two ends, top of adjustable baffle plate 3, adjustable baffle plate 3 is inserted in mould, is stuck on side plate 2 by its draw-in groove.
Certainly, adjustable side plate 3 also directly can be connected to respective side side plate 2 in its side bolt, as shown in Figure 7, adjustable side plate 3 has many ribs 3.1, two ribs 3.1 at end positions place are provided with bolt hole, two places are all passed bolt hole by a bolt 7 and are resisted against on respective side side plate 2 inwall, according to the interaction principle of power, side plate 2 can inwardly withstand bolt and ribs, thus the fixing of adjustable baffle plate can be realized, adopt which, can ensure to build either flush, convenient construction.
Last it is noted that above embodiment is only in order to illustrate the technical solution of the utility model, be not intended to limit; Although be described in detail the utility model with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of each embodiment technical scheme of the utility model.
Claims (6)
1. the armored concrete center that can reuse is extracted test specimen and is built mould, it is characterized in that: described in build mold material be rigid plastics or metal, it comprises base plate and bolted four cycle side plates, and the bottom of four cycle side plates is connected the case structure surrounding upper end open with bed bolt;
The medial surface of described side plate is smooth surfaces, lateral surface is laid with multiple ribs, wherein one group of relative side plate offers and be positioned on same central axis and isodiametric first reinforcing bar through hole, and the first equal bolted in reinforcing bar through hole has the first sleeve pipe with its coaxial line described in two, one end of each described first sleeve pipe is inserted in the first reinforcing bar through hole of its place side plate, builds the outside of mould described in the other end is positioned at;
Described mould of building also comprises adjustable baffle plate for interval mould inside casting space, and a side surface of described adjustable baffle plate is smooth surfaces, and opposite side is laid with ribs on the surface; Described adjustable baffle plate offers the second reinforcing bar through hole with described first reinforcing bar through hole coaxial line, and be arranged with second sleeve pipe of a bolted in described adjustable baffle plate in described second reinforcing bar through hole, described second sleeve pipe and described first sleeve pipe coaxial line and uniform internal diameter.
2. armored concrete center according to claim 1 is extracted test specimen and is built mould, it is characterized in that: the lateral surface of described base plate is laid with multiple ribs.
3. armored concrete center according to claim 1 is extracted test specimen and is built mould, it is characterized in that: the periphery of described first sleeve pipe is laid with multiple ribs.
4. armored concrete center according to claim 1 is extracted test specimen and is built mould, it is characterized in that: side plate described in surrounding is connected and composed by two L shape side plate head and the tail.
5. armored concrete center according to claim 1 is extracted test specimen and is built mould, it is characterized in that: the two ends, top of described adjustable baffle plate are provided with the bolt with bolt hole and install wing plate, described corresponding side plate top of building mould is laid with adjustment elongated hole, during use, described adjustable baffle plate installs the wherein adjustment elongated hole place of the bolt hole bolted on wing plate at respective side side plate by its bolts at two ends.
6. armored concrete center according to claim 1 is extracted test specimen and is built mould, it is characterized in that: in the ribs of described adjustable baffle plate, two ribs being positioned at two ends place are equipped with bolt hole, and are resisted against on described side plate through described bolt hole by a bolt respectively.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420677007.2U CN204295844U (en) | 2014-11-13 | 2014-11-13 | Reusable reinforced concrete center pull-out test piece pouring mold |
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Application Number | Priority Date | Filing Date | Title |
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CN201420677007.2U CN204295844U (en) | 2014-11-13 | 2014-11-13 | Reusable reinforced concrete center pull-out test piece pouring mold |
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CN204295844U true CN204295844U (en) | 2015-04-29 |
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CN201420677007.2U Expired - Fee Related CN204295844U (en) | 2014-11-13 | 2014-11-13 | Reusable reinforced concrete center pull-out test piece pouring mold |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105784483A (en) * | 2016-03-31 | 2016-07-20 | 江苏省地质调查研究院 | Pull-out test device and measuring calibration method for measuring bonding strength of micro-diameter material reinforced soil |
CN109342166A (en) * | 2018-12-03 | 2019-02-15 | 中国科学院地质与地球物理研究所 | Sampling die for rock mass discontinuity shearing test |
CN115214007A (en) * | 2022-07-14 | 2022-10-21 | 江苏华晟新型建筑科技有限公司 | Environment-friendly type concrete prefabricated part processing equipment and production process thereof |
-
2014
- 2014-11-13 CN CN201420677007.2U patent/CN204295844U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105784483A (en) * | 2016-03-31 | 2016-07-20 | 江苏省地质调查研究院 | Pull-out test device and measuring calibration method for measuring bonding strength of micro-diameter material reinforced soil |
CN109342166A (en) * | 2018-12-03 | 2019-02-15 | 中国科学院地质与地球物理研究所 | Sampling die for rock mass discontinuity shearing test |
CN109342166B (en) * | 2018-12-03 | 2023-09-05 | 中国科学院地质与地球物理研究所 | Sample preparation die for shear test of rock mass structural surface |
CN115214007A (en) * | 2022-07-14 | 2022-10-21 | 江苏华晟新型建筑科技有限公司 | Environment-friendly type concrete prefabricated part processing equipment and production process thereof |
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Legal Events
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: 20150429 Termination date: 20151113 |
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EXPY | Termination of patent right or utility model |