CN202899166U - Stones fill structure frame - Google Patents
Stones fill structure frame Download PDFInfo
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- CN202899166U CN202899166U CN2012205644355U CN201220564435U CN202899166U CN 202899166 U CN202899166 U CN 202899166U CN 2012205644355 U CN2012205644355 U CN 2012205644355U CN 201220564435 U CN201220564435 U CN 201220564435U CN 202899166 U CN202899166 U CN 202899166U
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Abstract
The utility model provides a stone fill structure frame using net materials which can effectively prevent the middle filling stones from leaking. The stone fill structure frame is provided with a plurality of pillar materials (33, 43), a plurality of advanced materials (17) which can extend frontward and backward, a plurality of beam materials (14) which can extend towards left and right, and braces (52, 62) arranged on the diagonal portion of the lateral quadrilateral frame. The stone fill structure frame (1) is the one which fills middle filling materials internally to form a construction structure, and the stone fill structure is provided with net materials (16, 26) which are provided with a plurality of steel flats (11, 21) arranged in a frontward-and-backward extensible as well as mutual parallel mode. Any one of the net materials is provided with a limiting element which extends along the direction relatively to the crossing of the steel flats (11, 21), and is joint with the plurality of the steel flats (11, 21) so as to constrain the plurality of steel flats (11, 12).
Description
Technical field
The utility model relates to the stone of constructing as retaining wall, protection walls, shore protection, dam etc. and fills the structure frame.
Background technology
, fill in the field of structure frame at the stone of constructing as retaining wall, protection walls, shore protection, dam etc., known having used at the gabion of inside filling stone and utilized this gabion to construct the building structure in the little place of ground support force all the time.Here, gabion has used thinner iron wire as its member of formation, therefore, in the situation that gabion is used for large-scale works, also has owing to being endowed large external force and makes iron wire possibility fracture and damaged such problem.
Therefore, the stone that uses of the gabion that possesses iron wire as described above is filled the structure frame as an alternative, known such stone that has is filled the structure frame, it is used as gaining freedom property of net material by the shaped steel that will mutually rotatably link, and avoids damaging problem as described above by the steel frame that stone is filled in the case shape.The feature that this stone is filled the steel frame of structure frame is, satisfies the condition as common gravity structure, even shape more or less changes because of motionless sedimentation in addition, also can keep the stability of the limit structure thing that the stone as the centre filling do not spill.
Here, in the steel frame, used the net material at its front back side and side.The net material so that middle stone of filling do not spill like that and to vacate each other interval and bolted joints by many angle steel or channel-section steel and consist of in post material etc.Particularly, for the net material of the bottom surface sections of steel frame, consider that basic courses department (the simple and easy bases of earth, rubble etc.) is positioned at its underpart, thereby fix and consist of by making many band steels vacate each other interval and bolt.So, by using band steel as the net material of bottom surface sections, can follow the distortion such as motionless sedimentation.In addition, for the net material of the upper face of steel frame, do not consider to be applied in large external force, therefore by making many band steels vacate each other the interval and carry out bolt and fix and consist of.
The prior art document
Patent documentation
Patent documentation 1: China Patent Publication No. CN101558204A
Patent documentation 2: China Patent Publication No. CN101443518B
Patent documentation 3: Japan opens clear 52-90948 communique in fact
Patent documentation 4: Japanese kokai publication hei 11-209987 communique
Summary of the invention
Invent problem to be solved
Yet, in steel frame as described above, sometimes because the reason such as the settling amount of motionless sedimentation is large and can not follow its distortion can produce the gap between the net material of basic courses department and bottom surface sections.If produced such gap, then the meeting such as stone spills from the inside of steel frame.In addition, use as described above band steel as bottom surface sections or in the situation of facial net material, because large distortion can occur because of external force in band steel, therefore there is such problem: occur in the such situation of dislocation at band steel adjacent one another are, can form the gap between band steel, middle stone of filling might spill from this gap.
The utility model is made in order to solve such problem, and its purpose is to provide a kind of stone of the net material that can prevent effectively that middle stone of filling from spilling that used to fill the structure frame.
Solve the means of problem
The related stone of the utility model is filled the structure frame, it is characterized in that, possess many post materials, the depth material that extends before and after many, the beam material that extends about many, and the inclination material that is arranged on the diagonal part of the side quadrilateral frame that two post materials that are set up in parallel by front and back and two depth materials that are set up in parallel up and down form, that the stone that consists of the building structure by filling material in the middle of filling in inside is filled the structure frame, by about in the frame that forms of two beam materials being set up in parallel of two depth materials being set up in parallel and front and back, extend after possessing before having and upper face side net material and the following side net material of the many band steels that are set up in parallel of mode parallel to each other, the any at least net material in side net material and the following side net material in the above is provided with in the direction of intersecting with respect to band steel and extends and be engaged in many band steels and retrain the confining part of many band steels.
Fill the structure frame according to the related stone of the utility model, in the above in side net material and the following side net material at least any one, be provided with the confining part of many band steels of constraint.Therefore, can suppress the distortion of band steel by confining part, in addition, the gap between many band steels is difficult to form, thereby the stone of filling in the middle of can preventing effectively spills.
In addition, fill in the structure frame at the related stone of the utility model, confining part is planar plate members preferably.If like this with confining part as at the upwardly extending planar plate members in side that intersects with respect to band steel, then can carry out lightweight, and make and become easily, can suppress the rising of costs such as making.
In addition, fill in the structure frame at the related stone of the utility model, confining part preferably extends along the direction vertical with respect to bearing of trend at the central portion of the bearing of trend of band steel.In the case, as long as confining part is engaged in the central portion of band steel in the mode vertical with respect to band steel, thereby the net material can be easily produced, the rising of costs such as making can be suppressed.
In addition, fill in the structure frame at the related stone of the utility model, at least two of confining part settings, and be separately positioned on the both end sides of the bearing of trend of band steel.In the case, because at least two confining parts are engaged in respectively the band steel both end sides, therefore the net material can be formed the panel shape.Therefore, can prevent more effectively the distortion of band steel, and can prevent more effectively that middle stone of filling from spilling, in addition, because the net material is formed the panel shape, therefore can easily carry out the constructions such as Assembling.
In addition, fill in the structure frame at the related stone of the utility model, at least two of confining part settings, and being separately positioned on the both ends of the bearing of trend of band steel, many band steels preferably comprise: possess for the 1st band steel at the junction surface that is engaged in the beam material at its both ends and the 2nd band steel that does not possess the junction surface.In the case, owing to the net material can be formed the panel shape, and at both ends the 2nd band steel that does not possess the junction surface is set, therefore, can suppress more effectively the rising of net material manufacturing cost, can easily carry out the constructions such as Assembling.
In addition, fill in the structure frame at the related stone of the utility model, confining part can be the weld metal silk screen that is welded in many band steels.In the case, because the stone that weld metal silk screen solder joints is filled in the middle of in many band steels, therefore can further preventing effectively spills.In addition, owing to the net material can be formed the panel shape, therefore can easily carry out the constructions such as Assembling.
The effect of invention
According to the utility model, the stone of filling in the middle of can preventing effectively spills.
Description of drawings
Fig. 1 is the stereogram that the stone of expression the first embodiment is filled the structure frame.
Fig. 2 is that expression is filled in the stereogram that stone shown in Figure 1 is filled the state of structure frame with stone.
Fig. 3 is that expression is adapted to the state of motionless sedimentation be used to the figure of the freedom that stone filling structure frame shown in Figure 1 is described.
Fig. 4 is that expression is adapted to the state of rip cutting gradient be used to the figure of the freedom that stone filling structure frame shown in Figure 1 is described.
Fig. 5 is the stereogram that expression stone shown in Figure 1 is filled the upper face side net material of structure frame.
Fig. 6 is the stereogram that expression stone shown in Figure 1 is filled the following side net material of structure frame.
Fig. 7 is the stereogram that the stone of expression the second embodiment is filled the upper face side net material of structure frame.
Fig. 8 is the stereogram that the stone of expression the second embodiment is filled the following side net material of structure frame.
Fig. 9 is the stereogram that the stone of expression the 3rd embodiment is filled the upper face side net material of structure frame.
Figure 10 is the stereogram that the stone of expression the 3rd embodiment is filled the following side net material of structure frame.
Figure 11 is the stereogram that the stone of expression the 4th embodiment is filled the following side net material of structure frame.
Symbol description:
1 ... stone is filled structure frame, 11,21,211,221 ... band steel, 14,24 ... beam material, 15,25,115,125,215,225 ... confining part, 16,116,216 ... upper face side net material, 17,53,63 ... depth material, 26,126,226,326 ... following side net material, 33,43 ... post material, 52,62 ... tie rod (inclination material), 100 ... building structure, 325 ... wire gauze (weld metal silk screen).
The specific embodiment
Below, with reference to accompanying drawing, describe the preferred embodiment that the related stone of the utility model is filled the structure frame in detail.In the following description, identical or suitable key element is marked with identical symbol, the repetitive description thereof will be omitted.In addition, in this manual, the direction that the band steel of the net material of frame above consisting of and following frame is extended is as fore-and-aft direction, will be with respect to the vertical horizontal direction of fore-and-aft direction as left and right directions.Have, such as when the configuration stones such as dam are filled the structure frame, because water flows in the direction along band steel, therefore said fore-and-aft direction also is called the upstream and downstream direction here again.
(the first embodiment)
As shown in Figure 1, it is to have possessed top frame 10, following frame 20, front plane frame 30, back frame 40, right flank frame 50 and left surface frame 60 and the structure of the cage shape that consists of that stone is filled structure frame 1, fills structure frame 1 by at least more than one stone and consists of building structure 100(with reference to Fig. 3 and Fig. 4).Stone is filled structure frame 1 and is for example used as retaining wall, protection walls, shore protection, dam, and assembles at the scene and form.Have again, the shape that the related stone of the utility model is filled the structure frame is not limited to the shape that stone shown in Figure 1 is filled structure frame 1, and top frame 10, following frame 20, front plane frame 30, back frame 40, right flank frame 50 and left surface frame 60 that can the various shapes of appropriate combination become various shapes.Fill the inside of structure frame 1 at stone, as shown in Figure 2, stone is filled structure frame 1 and is filled with in order to bring into play high-intensity stone (middle packing material) S.The size of each stone S for example is about 100 ~ 150mm.
As shown in Figure 1, front plane frame 30 possess about many beam material 31 that extends and about two post materials 33 being set up in parallel and consisting of.Beam material 31 is set up in parallel many to be each parallel mode, being spaced apart stone S and can not passing such length of 31 of beam materials.Beam material 31 its cross sectional shapes are the word of falling U shape.By possessing many such beam materials 31, front plane frame 30 is not yielding with respect to external force, so that can improve the intensity of front plane frame 30.In addition, the cross sectional shape by beam material 31 is the word of falling U shape, so that sandy soil and water etc. are difficult for being trapped in inside.In addition, beam material 31 its both ends are engaged in post material 33 by bolt 32.Have, as shown in Figure 1, post material 33 is arranged to along with outstanding downwards and forwards again.
Two post materials 33,43 that right side side frame 50 is set up in parallel by front and back and two depth materials that are set up in parallel up and down 53,53 consist of the side quadrilateral frames.At right flank frame 50, at the diagonal of this side quadrilateral frame tie rod (inclination material) 52 is set partly.One terminal bolt of tie rod 52 is engaged in the leading section of the depth material 53 of upside, and the other end bolted joints of tie rod 52 is in the rearward end of the depth material 53 of downside.In addition, right flank frame 50 possesses the many steel 51 that extend at the bearing of trend of post material 33, and steel 51 are set up in parallel in mode parallel to each other.Steel 51 its cross sectional shapes are L word shape, the configuring towards the place ahead of the outside of its L character segment.
Moreover, in order to keep the intensity as the building structure 100 of stone structural frames 1, be necessary to make stone S not spill.Therefore, in the present embodiment, as the top member that consists of stone structural frames 1, the top frame 10 that has possessed upper face side net material 16 is set, as the following member that consists of stone structural frames 1, the following frame 20 that has possessed following side net material 26 is set.
At the both ends of band steel 11, be provided be used to the hole section 13 that inserts bolt shown in Figure 1 12, in addition, at beam material 14, arrange in the position corresponding to hole section 13 porose (not shown).By hole section 13 is loaded on beam material 14, be inserted into hole section 13 from the top with bolt 12, and bolt 12 be screwed together in the nut (not shown) of beam material 14, upper face side net material 16 is fixed on the beam material 14.So, upper face side net material 16 is fixed in beam material 14 by bolt and nut.Have, nut can wait by welding in advance and be engaged in beam material 14, perhaps substitutes nut, also can be provided for screwing togather bolt 12 screwed holes (not shown) at beam material 14 again.
Confining part 15 is flat steel, be welded on many band steels 11 above.By making like this confining part 15 become the planar plate members that extends along the direction of intersecting with band steel 11, can make 16 lightweights of upper face side net material, and make and become easily, can suppress the rising of costs such as making.Have again, as with the juncture of the band steel 11 of confining part 15, be not limited to as described above also can pass through the joints such as adhesive, bolt by the mode of solder joints above band steel 11.In addition, confining part 15 also can be engaged in band steel 11 below.
As shown in Figure 1, below frame 20 by about possess following side net material 26 in the frame that forms of two beam materials 24 of being set up in parallel of two depth materials 53,63 being set up in parallel and front and back.Such as Fig. 1 and shown in Figure 6, below side net material 26 possess with the many band steels 21 that extend front and back and mode parallel to each other is set up in parallel and at the middle body of the bearing of trend of band steel 21 and consist of along the confining part 25 that extends with respect to band steel 21 vertical directions.
At the both ends of band steel 21, be provided with the junction surface 22 that has be used to the hole section 23 that inserts bolt shown in Figure 1 27, turn back upward and form in junction surface 22.In addition, at the inner face of beam material 24, be provided with the hole section (not shown) corresponding to the position of hole section 23.Be positioned at the inboard of beam material 24 by the hole section 23 at junction surface 22, be inserted into hole section 23 from the inboard with bolt 27, and bolt 27 is screwed together in the nut (not shown) of beam material 24, make thus following side net material 26 be fixed in beam material 24.So, side net material 26 is fixed in beam material 24 by bolt and nut below.Have, nut can wait by welding in advance and be engaged in beam material 24, perhaps substitutes nut, also can be provided for screwing togather at beam material 24 screwed hole (not shown) of bolt 27 again.
As previously discussed, side net material 16 is provided with the confining part 15 of many band steels 11 of constraint in the above, thereby can suppress the distortion of the band steel 11 that causes because of external force.In addition, enlarge owing to the gap of 11 of many band steels is difficult, the stone S of filling spills in the middle of therefore can conscientiously preventing.
In addition, confining part 15 extends along the direction vertical with respect to the bearing of trend of band steel 11 at the central portion of the bearing of trend of band steel 11.Therefore, just can make upper face side net material 16 owing to needing only the central portion that makes confining part 15 be engaged in band steel 11 in the mode with respect to band steel 11 quadratures, therefore, can easily make upper face side net material 16, and can suppress the rising of costs such as making.In addition, for following side net material 26, also can obtain the effect same with upper face side net material 16.
(the second embodiment)
With reference to Fig. 7 and Fig. 8 the second embodiment is described.The stone of present embodiment is filled the difference that structure frame and stone fill structure frame 1 and only is, substitutes net material 16,26 and use has the net material 116,126 of two confining parts 115,125, and it is identical that mode is executed in other aspects and first.Therefore, below, description thereof is omitted about the part that repeats with the first embodiment, and only just upper face side net material 116 and the following side net material 126 different from the first embodiment describes.
Upper face side net material 116 possesses band steel 11 and is consisting of with respect to band steel 11 vertical upwardly extending two confining parts 115 in side.Confining part 115 is flat steel, is extending with respect to band steel 11 vertical directions, to be engaged in band steel 11 with the same mode of the first embodiment.Confining part 115 is provided with two in the place of the both end sides of the bearing of trend that is positioned at band steel 11.In addition, the distance of 115,115 of two confining parts is shorter than predetermined distance.Therefore, retrain better band steel 11, realize suppressing more effectively the structure that stone S spills.Have, the afore mentioned rules distance is 1m for example again.
Following side net material 126 possesses band steel 21 and is consisting of with respect to band steel 21 vertical upwardly extending two confining parts 125 in side.Following side net material 126 is positioned at the bearing of trend of band steel 21 at confining part 125 the place of both end sides is provided with two, and only this following side net material 26 from the first embodiment is different.The distance that two confining parts are 125,125 is similarly short than predetermined distance with confining part 115,115.
So, because confining part 115,125 is separately positioned on band steel 11, the both end sides of 21 bearing of trend, so confining part 115,125 is engaged in respectively band steel 11,21 both end sides is so that can form the panel shape as a unit with upper face side net material 116 and following side net material 126.Therefore, can prevent more effectively the distortion of band steel 11,21, and the stone S that fills in the middle of can preventing more effectively spills.Moreover, by forming as described above the panel shape, can easily carry out the constructions such as Assembling.Have, in the present embodiment, the radical of confining part 115,125 is not limited to two, also can arrange more than three again.
(the 3rd embodiment)
With reference to Fig. 9 and Figure 10 the 3rd embodiment is described.The difference that the stone of present embodiment is filled structure frame and the first embodiment only is, possessed the central portion that is arranged at band steel and the confining part 215 at both ends, 225, has hole section (junction surface) 13,23 band steel (the 1st band steel) 11,21 and do not have a hole section 13,23 band steel (the 2nd band steel) 211,221, other aspects are identical with the first embodiment.Below, only just upper face side net material 216 and the following side net material 226 different from the first embodiment describes.
Upper face side net material 216 possesses band steel 11, at the side upwardly extending band steel 211 identical with band steel 11 and with respect to band steel 11, the 211 vertical upwardly extending confining parts 215 in side and consist of.Band steel 211 only is with the difference of band steel 11, do not have hole section 13 and to compare two-end part a little in the inside with band steel 11.Band steel 11 alternately is set up in parallel with band steel 211, thus, also can keep bond strength with the beam material 14 of upper face side net material 216 even reduce the number of hole section 13.Confining part 215 arranges one at the middle body of the bearing of trend of band steel 11,211, arranges two on the both ends of the bearing of trend of band steel 11,211, to be engaged in band steel 11,211 with the same mode of the first embodiment.Have again, owing to the distance of 215,215 of confining parts is similarly short than predetermined distance with the second embodiment, therefore conscientiously prevented spilling of stone S.
Following side net material 226 possesses band steel 21, at the side upwardly extending band steel 221 identical with band steel 21 and with respect to band steel 21, the 221 vertical upwardly extending confining parts 225 in side and consist of.Band steel 221 only is not have junction surface 22 and hole section 23 with the difference of band steel 21.Band steel 21 similarly alternately is set up in parallel with band steel 11,211 with band steel 221.Confining part 225 arranges one at the middle body of the bearing of trend of band steel 21,221, arranges two at the both ends of the bearing of trend of band steel 21,221, to be engaged in band steel 21,221 with the same mode of the first embodiment.The distance that confining part is 225 is similarly short than predetermined distance with confining part 215.
So, the net material 216 of present embodiment, 226 are arranged at respectively band steel 11,211 by comprising confining part 215,225,21, the both ends of 221 bearing of trend and central portion and possess junction surface 22 and the band steel 11,21 of hole section 13,23 and do not possess junction surface 22 and hole section 13,23 band steel 211,221 and consisting of.Therefore, can be with net material 216,226 form the panel shape, and the band steel 211,221 that does not possess junction surface 22 and hole section 13,23 is set at both ends, thereby reduced radical of bolt 12 etc., suppress more effectively the rising of the costs such as manufacturing of net material 216,226, but also can easily construct.
Have again, in the present embodiment, confining part 215,225 is arranged at respectively band steel 11,211, the both ends of 21,221 bearing of trend and central portion, but at band steel 11,211, the length of 21,221 bearing of trend is (for example 1m is following) in the situation that below the predetermined distance, and confining part also can only be arranged on the both ends of band steel.In addition, the radical of confining part 215,225 is not limited to three, also can arrange more than two or four.
(the 4th embodiment)
With reference to Figure 11 the 4th embodiment is described.The difference that the stone of present embodiment is filled structure frame and the first embodiment only is, side net material 26 below substituting and use has the following side net material 326 of wire gauze (weld metal silk screen) 325.Following side net material 326 possesses band steel 21, have the junction surface 22 of hole section 23 and wire gauze 325 and consist of.Wire gauze 325 be welded on many band steels 21 above, be engaged in securely thus each band steel 21.Have again, wire gauze 325 also can be welded on band steel 21 below.
So, in the present embodiment, can use the wire gauze 325 that is welded in band steel 21 as the confining part that retrains many band steels 21.Therefore, wire gauze 325 is welded in band steel 21, thereby the stone S that fills in the middle of can further preventing effectively spills.In addition, owing to following side net material 326 can be formed the panel shape, therefore can easily carry out site operation.
The utility model is not limited to above-mentioned embodiment.For example, with the beam material 31 of cross sectional shape for the word of falling U shape, 41 member of formation as front plane frame 30 and back frame 40 use, the steel 51 that with cross sectional shape are L word shape use as the member of formation of right flank frame 50, but also can use variform beam material or steel, can replace with various H shaped steel or U-steel.
In addition, in the above-described embodiment, as particularly preferably, the example that has had a band steel with regard to the net material is described, but also can have the steel except band steel.
In addition, in the above-described embodiment, side net material and following side net material all are provided with confining part in the above, but confining part also can be arranged in upper face side net material and the following side net material at least any one.
Claims (6)
1. a stone is filled the structure frame, it is characterized in that,
Possess:
Many post materials;
The depth material that extends before and after many;
The beam material that extends about many; And
The inclination material is arranged on the diagonal part of side quadrilateral frame, and two described post materials that described side quadrilateral frame is set up in parallel by front and back and two described depth materials that are set up in parallel up and down form,
Described stone is filled the structure frame and is consisted of the building structure by filling material in the middle of filling in inside,
By about in the frame that forms of two described beam materials being set up in parallel of two described depth materials being set up in parallel and front and back, possess upper face side net material and following side net material, described upper face side net material and described following side net material have many band steels so that extend front and back and mode parallel to each other is set up in parallel
Described upper face side net material and described below at least any one net material in the side net material, be provided with confining part, described confining part extends and is engaged in described many band steels in the direction of intersecting with respect to described band steel, retrains thus described many band steels.
2. stone as claimed in claim 1 is filled the structure frame, it is characterized in that,
Described confining part is planar plate members.
3. stone as claimed in claim 1 or 2 is filled the structure frame, it is characterized in that,
Described confining part extends along the direction vertical with respect to described bearing of trend at the central portion of the bearing of trend of described band steel.
4. stone as claimed in claim 1 or 2 is filled the structure frame, it is characterized in that,
At least two of described confining part settings, and be arranged at respectively the both end sides of the bearing of trend of described band steel.
5. stone as claimed in claim 1 or 2 is filled the structure frame, it is characterized in that,
At least two of described confining part settings, and be arranged at respectively the both ends of the bearing of trend of described band steel,
Described many band steels comprise: the 1st band steel possesses for the junction surface that is engaged in described beam material at its both ends; And the 2nd band steel, do not possess described junction surface.
6. stone as claimed in claim 1 is filled the structure frame, it is characterized in that,
Described confining part is the weld metal silk screen that is welded in described many band steels.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2012217909 | 2012-09-28 | ||
| JP2012-217909 | 2012-09-28 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202899166U true CN202899166U (en) | 2013-04-24 |
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ID=48119855
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012205644355U Expired - Fee Related CN202899166U (en) | 2012-09-28 | 2012-10-30 | Stones fill structure frame |
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| Country | Link |
|---|---|
| CN (1) | CN202899166U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110520574A (en) * | 2017-07-18 | 2019-11-29 | 四万十混凝土株式会社 | Retaining wall stacking building block |
-
2012
- 2012-10-30 CN CN2012205644355U patent/CN202899166U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110520574A (en) * | 2017-07-18 | 2019-11-29 | 四万十混凝土株式会社 | Retaining wall stacking building block |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130424 Termination date: 20171030 |
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