CN2426495Y - Building member for shoal - Google Patents
Building member for shoal Download PDFInfo
- Publication number
- CN2426495Y CN2426495Y CN 00215001 CN00215001U CN2426495Y CN 2426495 Y CN2426495 Y CN 2426495Y CN 00215001 CN00215001 CN 00215001 CN 00215001 U CN00215001 U CN 00215001U CN 2426495 Y CN2426495 Y CN 2426495Y
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- China
- Prior art keywords
- plate
- stake
- linking
- linking body
- shoal
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Abstract
The utility model relates to a building member for a shoal for construction in water. The building member for a shoal for construction in water comprises two groups of pile plate connecting bodies, wherein, the plate bodies of which are parallel. A positioning beam composed of a main beam and positioning plates on both sides of the main beam is arranged above the pile plate connecting bodies. The two positioning plates of each positioning beam are positioned on the outer sides of the plate bodies of the two groups of pile plate connecting bodies. The utility model has the advantages of engineering amount reduction, construction speed enhancement and construction cost reduction. In addition, the positioning beam can ensure that the pile plate connecting bodies can not expand outwards or can not sink due to water flow. Thereby, the utility model has the characteristics of simple structure, convenient installation, and good fixing effect on the pile plate connecting bodies.
Description
The utility model is a kind of Building for shoal member of using when water carries out building operations of being used for.
Area for this class water body of shoal mobile (river or morning and evening tides), to build nonvolatil building thereon, as road or man-made island etc., present engineering method is for being lowered to earlier two campshed plate-linking bodies in water, filling rubble therein again, horizontal then draw reinforcing bar cast-in-situ concrete to bind thereon, thereby its construction trouble comparatively.In addition,, add the effect of current, often cause a plate-linking body to occur crooked or sinking because the phytal zone ground is too soft, thereby to be difficult to Lu Xiuzhi.Because construction weight limits, above method can not be used in the bigger area of the depth of water simultaneously.
The purpose of this utility model is: the Building for shoal member that designs a kind of simple in structure, easy for installation and good fixing effect.
The utility model comprises two groups of stake plate-linking bodies that plate body is parallel, and stake plate-linking body top is equipped with the positioning beam of being made up of the location-plate of girder and its both sides, and two location-plates of each positioning beam are positioned at the plate body outside of two groups of stake plate-linking bodies.
The technical solution of the utility model at first is by prefabricated positioning beam two groups of stake plate-linking bodies to be located, and needn't carry out on-the-spot horizontal process of drawing reinforcing bar again, can significantly reduce engineering quantity like this, improve speed of application, and its construction cost reduces greatly; And positioning beam can also guarantee that a plate-linking body is not understood and outer open or sink because of current.Thereby the utlity model has simple in structure, easy for installation, to the characteristics of stake plate-linking body good fixing effect.
Positioning beam of the present utility model be installed in every group of stake plate-linking body in adjacent two plate-linking bodies seam crossing or be installed in and stake plate-linking body and corresponding position on.In the previous case, location-plate is not had specific (special) requirements, its end face can be rectangle; Under latter event, to have on the location-plate and the position of stake, the groove that size adapts to, and make the top of stake be arranged in groove; Perhaps make between a upper surface of plate-linking body stake and its plate body and form groove, the girder of positioning beam is arranged in groove.
For increasing the road surface elevation or the utility model can being suitable for, one group of corresponding with it baffle plate of increasing can be arranged above every group of stake plate-linking body plate body in deep water.
In addition, the inboard crimping baffle plate of at least one group of stake plate-linking body plate body, the crimping baffle plate is made up of the evagination crimping of its plate body and its upper end, and its evagination crimping is positioned at the plate body top of a plate-linking body, increases the length of baffle plate and the spacing of adjacent two positioning beam girders and adapts.
When the water in building site was dark, for ease of construction, the length of the plate body of stake plate-linking body can reduce, and left certain interval between adjacent two plate bodys in every group of stake plate-linking body, was installing the width crimping baffle plate corresponding with the gap additional with these corresponding positions, gap; Each crimping baffle plate is made up of the evagination crimping of its plate body and plate body upper end, and its evagination crimping is positioned on the upper surface of plate-linking body plate body.After the crimping baffle plate is installed, also can above stake plate-linking body and crimping baffle plate, installs and increase baffle plate to adapt to construction requirement.
In addition, the utility model also can be following form: every group of stake plate-linking body is made up of the inboard stake plate-linking body and the outside stake plate-linking body of being separated by one by one, the plate body of the stake plate-linking body of its inboard is square, the top of outside stake plate-linking body is side-prominent to two, its ledge is folded mutually with the plate body of inboard stake plate-linking body, and the location-plate of each positioning beam is positioned at the outside of outside stake plate-linking body.In this case, also can above every group of stake plate-linking body plate body, install and increase baffle plate, increase the length of baffle plate and the spacing of adjacent two positioning beam girders and adapt according to the construction needs.
Below in conjunction with accompanying drawing embodiment of the present utility model is elaborated.
The side view of Fig. 1 the utility model embodiment one;
Fig. 2 is the A-A view of Fig. 1;
Fig. 3 is the side view of embodiment two;
Fig. 4 is the B-B view of Fig. 3;
Fig. 5 is the side view of embodiment three;
Fig. 6 is the C-C view of Fig. 5;
Fig. 7 is the side view of embodiment four;
Fig. 8 is the D-D view of Fig. 7;
Wherein, 1-stake plate-linking body, the 2-stake, the 3-positioning beam, the 4-girder, the 5-location-plate, 6-increases baffle plate, 7-crimping baffle plate, 8-guide pile plate-linking body.
Embodiment one:
As shown in the figure, present embodiment comprises two groups of stake plate-linking bodies 1, and every group of interior stake plate-linking body 1 is arranged side by side, and the interstitial site correspondence of two groups of stake plate-linking body 1 each adjacent plate bodys is equipped with a positioning beam 3 above every pair of gap.Each positioning beam 3 comprises its girder 4 and is positioned at the location-plate 5 that girder 4 two ends and and bottom vertical with the length direction of girder 4 protrude in girder 4, and the cross section of girder 4 is rectangle, and location-plate 5 is positioned at the plate body outside of a plate-linking body 1.On the girder 4 hole for hoist is arranged.
Embodiment two:
As shown in the figure, present embodiment comprises two groups of stake plate-linking bodies 1, and its shape, structure are identical with embodiment one, no longer repeats here.There is a positioning beam 3 to be installed on the top of a plate-linking body 1 with corresponding position, two groups of stake plate-linking bodies, 1 every pair of stake 2 position.Each positioning beam 3 by its girder 4 be connected with girder 4 two ends and two location-plates 5 vertical with girder 4 length directions are formed.Location-plate 5 protrudes in girder 4 downwards, and has on its ledge and the corresponding groove of stake 2 width, and two location-plates 5 are positioned at the plate body outside of a plate-linking body 1, and stake 2 is arranged in the groove of location-plate 5.Above every group of stake plate-linking body 1, also be equipped with and move towards identical one group with its plate and increase baffle plate 6, increase on the baffle plate 6 and be shaped on hole for hoist.
Embodiment three:
As shown in the figure, present embodiment by two groups of stake plate-linking bodies 1, positioning beam 3, increase baffle plate 6 and crimping baffle plate 7 is formed, remove in every group of stake plate-linking body 1 and leave at interval between the neighboring board body.The crimping baffle plate 7 of present embodiment is made of the evagination crimping of its plate body and its upper top, the length of its plate body is slightly larger than the interval of adjacent studs plate-linking body 1 plate body and is installed in the inboard of each group stake plate-linking body 1 plate body corresponding with interval location, and its evagination crimping is positioned at the plate body top of its both sides stake plate-linking body 1.The positioning beam 3 of present embodiment is corresponding with the position of 12 of plate-linking body of stake, and location-plate 5 shapes of its both sides and identical with embodiment two with the combination of a plate-linking body 1 repeat no more here.Above crimping baffle plate 7 and stake plate-linking body 1 baffle plate of increasing 6 is arranged, its length is consistent with the spacing of the girder 4 of adjacent two positioning beam 3.
Embodiment four:
As shown in the figure, present embodiment is made up of two groups of stake plate-linking bodies, positioning beam 3.Wherein every group of stake plate-linking body formed by being positioned at the inboard stake plate-linking body 1 and the guide pile plate-linking body 8 in the outside.Wherein, inboard stake plate-linking body 1 its plate body is a rectangle.And the top of the both sides of guide pile plate-linking body 8 its plate bodys is outstanding to its length direction, and the position of its upper end is low than the upper surface of plate body, thereby forms groove.The ledge of guide pile plate-linking body 8 its plate bodys is overlapping with the plate body of inboard stake plate-linking body 1, and the girder 4 of the positioning beam 3 of present embodiment is arranged in the last groove of guide pile plate-linking body 8.
Claims (9)
1, a kind of Building for shoal member, comprise two groups of stake plate-linking bodies (1) that plate body is staggered relatively, it is characterized in that: stake plate-linking body (1) top is equipped with the positioning beam of being made up of the location-plate (5) of its girder (4) and two its both sides (3), and two location-plates (5) of each positioning beam (3) are positioned at the plate body outside of two groups of stake plate-linking bodies (1).
2, Building for shoal member according to claim 1 is characterized in that: said positioning beam (3) is arranged in the seam crossing of every group of adjacent two plate-linking bodies of stake plate-linking body (1).
3, Building for shoal member according to claim 1, it is characterized in that: the position of the stake (2) in said positioning beam (3) and stake plate-linking body (1) is corresponding, have on the location-plate (5) and the position of stake (2), the groove that size adapts to, the top of stake (2) is arranged in groove.
4, Building for shoal member according to claim 1, it is characterized in that: the position of the stake (2) in said positioning beam (3) and stake plate-linking body (1) is corresponding, the upper surface of stake plate-linking body (1) stake (2) and its plate body form groove, and the girder (4) of positioning beam (3) is arranged in groove.
5, according to claim 1 or 2 or 3 or 4 described Building for shoal members, it is characterized in that: there is one group of corresponding with it baffle plate (6) of increasing the top of every group of stake plate-linking body (1) plate body, and increases the length of baffle plate (6) and the spacing of adjacent two positioning beam (3) girders (4) and adapts.
6, according to claim 1 or 2 or 3 or 4 described Building for shoal members, it is characterized in that: there is the crimping baffle plate (7) corresponding with the gap of adjacent two plate bodys the inboard of each group stake plate-linking body plate body (1), crimping baffle plate (7) is made up of the evagination crimping of its plate body and its upper end, and its evagination crimping is positioned at the plate body top of a plate-linking body (1).
7, Building for shoal member according to claim 6 is characterized in that: the top of every group of stake plate-linking body (1) has one group to increase baffle plate (6), and the evagination crimping of crimping baffle plate (7) is positioned to be increased between baffle plate (6) and the stake plate-linking body (1).
8, according to claim 1 or 3 or 4 described Building for shoal members, it is characterized in that: every group of stake plate-linking body (1) is made up of the inboard stake plate-linking body (1) of being separated by one by one and the guide pile plate-linking body (8) in the outside, the plate body of the stake plate-linking body (1) of its inboard is square, the top of guide pile plate-linking body (8) is side-prominent to two, its ledge is folded mutually with the plate body of inboard stake plate-linking body (1), and the location-plate (5) of each positioning beam (3) is positioned at the outside of guide pile plate-linking body (8).
9, Building for shoal member according to claim 8 is characterized in that: there is one group of corresponding with it baffle plate (6) of increasing the top of every group of stake plate-linking body (1) plate body, and increases the length of baffle plate (6) and the spacing of adjacent two positioning beam (3) girders (4) and adapts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00215001 CN2426495Y (en) | 2000-06-05 | 2000-06-05 | Building member for shoal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00215001 CN2426495Y (en) | 2000-06-05 | 2000-06-05 | Building member for shoal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2426495Y true CN2426495Y (en) | 2001-04-11 |
Family
ID=33581020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00215001 Expired - Lifetime CN2426495Y (en) | 2000-06-05 | 2000-06-05 | Building member for shoal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2426495Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296564A (en) * | 2011-06-13 | 2011-12-28 | 张康德 | Method for treating drifting of sandbars |
| CN102728980A (en) * | 2012-07-05 | 2012-10-17 | 南通中远船务工程有限公司 | Method for limiting and positioning octagonal spud leg in folding process |
-
2000
- 2000-06-05 CN CN 00215001 patent/CN2426495Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296564A (en) * | 2011-06-13 | 2011-12-28 | 张康德 | Method for treating drifting of sandbars |
| CN102728980A (en) * | 2012-07-05 | 2012-10-17 | 南通中远船务工程有限公司 | Method for limiting and positioning octagonal spud leg in folding process |
| CN102728980B (en) * | 2012-07-05 | 2014-12-10 | 南通中远船务工程有限公司 | Method for limiting and positioning octagonal spud leg in folding process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20010411 |