CN203905010U - Fill block structure for supporting of superior angle of foundation pit - Google Patents
Fill block structure for supporting of superior angle of foundation pit Download PDFInfo
- Publication number
- CN203905010U CN203905010U CN201420309120.5U CN201420309120U CN203905010U CN 203905010 U CN203905010 U CN 203905010U CN 201420309120 U CN201420309120 U CN 201420309120U CN 203905010 U CN203905010 U CN 203905010U
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- plate
- side plate
- supporting
- shaped steel
- fill block
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Abstract
The utility model discloses a fill block structure for supporting of a superior angle of a foundation pit. The fill block structure for supporting of the superior angle of the foundation pit comprises a supporting plate, wherein the whole supporting plate is in the shape of a hexagon, a first side plate, a second side plate, a third side plate, a fourth side plate, a fifth side plate and a sixth side plate are welded to the six edges of the supporting plate in sequence, all the side plates are perpendicularly welded to the supporting plate and are divided into two symmetrical groups with the plane wherein the supporting plate is located as a boundary, and every two adjacent side plates are welded and fixed together; the second side plate is formed by a plate a and a plate b, the plate a and the plate b are formed integrally, the plate a is connected with the first side plate, the plate b is connected with the third side plate, and position where the plate a is connected with the plate b protrudes outwards. By the adoption of the fill block for supporting, connection of purlin profile steel on one side of the superior angle of the foundation pit and purlin profile steel on the other side of the superior angle of the foundation pit is convenient; a diagonal brace device can be installed conveniently through the cooperation between the fill block and other fill blocks.
Description
Technical field
The utility model belongs to field of civil engineering, is specifically related to the supporting and protection structure of foundation ditch.
Background technology
The mode that existing pattern foundation pit supporting structure mode mostly adopts is that the surrounding at foundation ditch arranges reinforced concrete fortifield village purlin, in enclosing purlin, week is arranged netted steel pipe support again, when it is not enough, steel pipe consumption is large, install, remove trouble, and it is large to take up space, and is unfavorable for soil excavation in foundation ditch, can not to foundation pit side-wall, apply prestressing force well, support strength is low, conventionally can only increase support force by increasing the density of steel pipe layout; And during different pattern foundation pit supporting structure, need use the steel pipe of different size, steel pipe repeat usage is low, causes the costly of pattern foundation pit supporting structure.
Summary of the invention
Technical problem to be solved in the utility model is: the deficiency existing for prior art, a kind of sound construction is provided, and install, remove easily, be beneficial to the supporting fill block structure that foundation ditch reflex angle position two gusset purlin shaped steel connect.
For realizing the object of the utility model, be achieved by the following technical solutions: the supporting fill block structure of a kind of foundation ditch reflex angle position, include an integral body and be hexagonal gripper shoe, on six limits of gripper shoe, be welded with successively the first side plate, the second side plate, the 3rd side plate, the 4th side plate, the 5th side plate and the 6th side plate, described in each side plate all with gripper shoe vertical welding, and each side plate be take gripper shoe place plane and as boundary, is divided into symmetrical two parts, between each adjacent described side plate, is welded and fixed; The second described side plate consists of integrated plate a and plate b, plate a is connected with the first side plate, plate b is connected with the 3rd side plate, plate a and plate b junction are outwardly, between plate a and plate b, form 173 degree angles, described gripper shoe has with the limit of the second plate-side plate welding the angle matching with the second side plate; Described the first side plate and plate a, the 3rd side plate and plate b, the 3rd side plate and the 4th side plate, the 4th side plate and the 5th side plate, the 5th side plate are vertical respectively with the 6th side plate, between described the first side plate and the 6th side plate, form 97 degree angles; Between the plate a of the 4th side plate, the 5th side plate junction and the first side plate, the second side plate, be connected with respectively the first stiffener and the second stiffener, the first stiffener, the second stiffener also weld with gripper shoe, the first stiffener and the first side plate are perpendicular, and the plate a of the second stiffener and the second side plate is perpendicular; On described the second side plate, the 3rd side plate, the 4th side plate, the 5th side plate and the 6th side plate, all offer connecting hole.
Compared with prior art, the beneficial effects of the utility model are: this supporting fill block has facilitated the connection of foundation ditch reflex angle two gusset purlin shaped steel, coordinate other fill block to facilitate the installation to support arrangement simultaneously, in addition, supporting fill block is the section bar of non-standard shapes, and what not only facilitate standard shape encloses purlin shaped steel, the connection to support etc., also facilitate standard sections to reclaim after for the supporting of other structure foundation ditch, the rate of recovery is high, has reduced the cost of pattern foundation pit supporting structure.
Accompanying drawing explanation
Fig. 1 is the supporting and protection structure schematic diagram of foundation ditch reflex angle position.
Fig. 2 is the syndeton schematic diagram of supporting fill block and adjacent profiles.
Fig. 3 is the structural representation of strut connector.
Fig. 4, Fig. 5 are the structural representations of junction plate.
Fig. 6 is the structural representation of supporting fill block.
Fig. 7 is the structural representation of the second fill block.
Fig. 8 is the structural representation of the 3rd fill block.
1, cement diaphragm wall; 2, reinforce and enclose purlin shaped steel; 3, in, enclose purlin shaped steel; 4, peripheral purlin shaped steel; 5, triangle joint seat; 6, strut connector; 60, triangle gusset plate; 61, a H shaped steel; 62, the 2nd H shaped steel; 63, the 3rd H shaped steel; 64, the 4th H shaped steel; 65, the 5th H shaped steel; 66, the 6th H shaped steel; 67, junction plate; 671, the first plate body; 672, the second plate body; 673, the 3rd plate body; 68, the first gusset plate; 69, the second gusset plate; 7, supporting fill block; 70, gripper shoe; 71, the first side plate; 72, the second side plate; 721, plate a; 722, plate b; 73, the 3rd side plate; 74, the 4th side plate; 75, the 5th side plate; 76, the 6th side plate; 77, the first stiffener; 78, the second stiffener; 8, the second fill block; 80, supporting steel plate; 81, the first junction plate; 82, the second junction plate; 83, the 3rd junction plate; 84, the 4th junction plate; 9, the 3rd fill block; 90, base plate; 91, side plate a; 92, side plate b; 93, side plate c; 94, side plate d; 941, plate body a; 942, plate body b; 95, gusset plate; 10, strut.
The specific embodiment
With reference to the accompanying drawings the specific embodiment of the present utility model is made a detailed explanation below.
According to shown in Fig. 1 to Fig. 8, the supporting fill block structure of a kind of foundation ditch reflex angle position described in the present embodiment, include an integral body and be hexagonal gripper shoe, on six limits of gripper shoe, be welded with successively the first side plate 71, the second side plate 72, the 3rd side plate 73, the 4th side plate 74, the 5th side plate 75 and the 6th side plate 76, described in each side plate all with gripper shoe vertical welding, and each side plate be take gripper shoe place plane and as boundary, is divided into symmetrical two parts, between each adjacent described side plate, is welded and fixed; The second described side plate consists of integrated plate a721 and plate b722, plate a is connected with the first side plate, plate b is connected with the 3rd side plate, plate a and plate b junction are outwardly, between plate a and plate b, form 173 degree angles, described gripper shoe has with the limit of the second plate-side plate welding the angle matching with the second side plate; Described the first side plate and plate a, the 3rd side plate and plate b, the 3rd side plate and the 4th side plate, the 4th side plate and the 5th side plate, the 5th side plate are vertical respectively with the 6th side plate, between described the first side plate and the 6th side plate, form 97 degree angles; Between the plate a of the 4th side plate, the 5th side plate junction and the first side plate, the second side plate, be connected with respectively the first stiffener 77 and the second stiffener 78, the first stiffener, the second stiffener also weld with gripper shoe, the first stiffener and the first side plate are perpendicular, and the plate a of the second stiffener and the second side plate is perpendicular; On described the second side plate, the 3rd side plate, the 4th side plate, the 5th side plate and the 6th side plate, all offer connecting hole.
The supporting and protection structure of foundation ditch reflex angle position as shown in Figure 1, include be connected with the cement diaphragm wall 1 of foundation ditch periphery in enclose purlin shaped steel 3, enclose with interior the peripheral purlin shaped steel 4 that purlin shaped steel is connected away from cement diaphragm wall one side wing edge, with the interior triangle joint seat 5 that purlin shaped steel, peripheral purlin shaped steel are connected and the strut 10 being connected with triangle joint seat by strut connector 6 of enclosing.
Described triangle joint seat integral body is isosceles right triangle, encloses purlin shaped steel and be bolted in a part for triangle joint seat hypotenuse and foundation ditch reflex angle position one side, and the end of triangle joint seat hypotenuse and the end of peripheral purlin shaped steel are bolted; On cement diaphragm wall corresponding triangle joint seat with in enclose position that purlin shaped steel is connected and have additional to reinforce and enclose purlin shaped steel 2, reinforce and enclose purlin shaped steel one side and be connected with cement diaphragm wall 1, opposite side with in enclose purlin shaped steel 3 and be connected.
Another part of described triangle joint seat 5 hypotenuses by supporting fill block 7, the second fill block 8 and the 3rd fill block 9 enclose purlin shaped steel 3 with in the opposite side of foundation ditch reflex angle position, peripheral purlin shaped steel 4 is connected.
Described strut connector 6 include one in order to 61, one of the H shaped steel that are connected with strut the junction plate 67 in order to be connected with triangle joint seat, and five H shaped steel that connect a H shaped steel and junction plate; Described junction plate comprises integrated the first plate body 671, the second plate body 672 and the 3rd plate body 673, described the first plate body and the second plate body are perpendicular, between the second plate body and the 3rd plate body, form 151 degree angles, the first plate body, the second plate body and the 3rd plate body Length Ratio are 3 ﹕ 6 ﹕ 2; Between described the first plate body and a H shaped steel, form 43 degree angles; Between a described H shaped steel and the 3rd plate body, be connected with between the 2nd H shaped steel 62, the one H shaped steel and the second plate body and be connected with between the 3rd H shaped steel 63 and the 4th H shaped steel 64, the one H shaped steel and the 3rd plate body and be connected with the 5th H shaped steel 65 and the 6th H shaped steel 66; The fixing welding in described the 2nd H shaped steel, the 3rd H shaped steel, the 4th H shaped steel, the 5th H shaped steel and the end, one end of the 6th H shaped steel and the edge of a wing of a H shaped steel, and the web of the 3rd H shaped steel, the 4th H shaped steel, the 5th H shaped steel and the 6th H shaped steel is all vertical with the web of a H shaped steel; Between described the 2nd H shaped steel and a H shaped steel, form the angle of 83 degree; Between described the 2nd H shaped steel, the 3rd H shaped steel, the 4th H shaped steel, be fixedly welded with the first gusset plate 68, the first gusset plate is near a H shaped steel and parallel with a H shaped steel, between described the 2nd H shaped steel, the 3rd H shaped steel, be fixedly welded with the second gusset plate 69, the second gusset plate is near the 3rd plate body, and the second gusset plate is parallel with the first gusset plate; Between described the 3rd plate body and the 2nd H shaped steel, be also welded with triangle gusset plate 60; On a described H shaped steel edge of a wing outwardly and evenly offer on junction plate, organizing connecting holes more.
The second described fill block 8 includes a tetragonal supporting steel plate 80, on four limits of supporting steel plate, be welded with successively the first junction plate 81, the second junction plate 82, the 3rd junction plate 83 and the 4th junction plate 84, described in each junction plate all with supporting steel plate vertical welding, and each junction plate be take supporting steel plate place plane and as boundary, is divided into symmetrical two parts, between each adjacent described junction plate, is welded and fixed; The first described junction plate and the second junction plate, the 3rd junction plate is vertical respectively with the 4th junction plate, between described the first junction plate and the 4th junction plate, forms 97 degree angles, between described the second junction plate and the 3rd junction plate, forms 83 degree angles.
The 3rd described fill block 9 includes an integral body and is tetragonal base plate 90, on four limits of base plate, is welded with successively side plate a91, side plate b92, side plate c93 and side plate d94; Described in each side plate all with base plate vertical welding, and each side plate take base plate place plane and as boundary, is divided into symmetrical two parts, between each adjacent described side plate, is welded and fixed; Described side plate d consists of integrated plate body a941 and plate body b942, described plate body a and side plate a welding, described plate body b and side plate c welding; Described plate body a and plate body b junction inwardly concave, and form 173 degree angles between plate body a and plate body b; Described side plate a is vertical respectively with side plate b, plate body a, forms 99 degree angles between described side plate b and side plate c, forms 74 degree angles between described side plate c and plate body b; On described side plate a, side plate b, side plate c and side plate d, all offer connecting hole; Between described side plate a and side plate c, be connected with three groups of parallel gusset plates 95, between gusset plate and side plate a, form 74 degree angles, between gusset plate and side plate c, form 65 degree angles.
Two right-angle sides of the first plate body of the junction plate of described strut connector and the second plate body and triangle joint seat are bolted; The 4th side plate of described supporting fill block, the 6th side plate respectively with interiorly enclose purlin shaped steel, reinforce the end enclose purlin shaped steel and be bolted, inside enclose purlin shaped steel and be bolted by bolt and the 5th side plate near the side of end; In the plate a of described the second side plate and opposite side, enclose purlin shaped steel and peripheral purlin shaped steel end is bolted; The plate b of described the second side plate and the first junction plate of the second fill block are bolted, the hypotenuse of the second junction plate of the second fill block by bolt and triangle joint seat is connected near the position of end, the 4th junction plate is connected with the sidewall of peripheral purlin shaped steel near end by bolt, and the plate body a of the 3rd junction plate and the 3rd fill block side plate d is bolted; The side plate a of the 3rd fill block is bolted by the side of bolt and peripheral purlin shaped steel, and the 3rd plate body of side plate c and strut connector upper junction plate is bolted, and the end of the plate body b of side plate d and triangle joint seat hypotenuse is bolted.
During installation, first install to reinforce enclose purlin shaped steel, in enclose purlin shaped steel, peripheral purlin shaped steel, supporting fill block, the second fill block and the 3rd fill block are then installed successively, triangle joint seat, strut connector are installed successively again, finally between two strut connectors of two opposite faces of foundation ditch, some groups of struts are installed.During dismounting, be reversed.
Claims (1)
1. the supporting fill block structure of a foundation ditch reflex angle position, it is characterized in that: include an integral body and be hexagonal gripper shoe, on six limits of gripper shoe, be welded with successively the first side plate, the second side plate, the 3rd side plate, the 4th side plate, the 5th side plate and the 6th side plate, described in each side plate all with gripper shoe vertical welding, and each side plate be take gripper shoe place plane and as boundary, is divided into symmetrical two parts, between each adjacent described side plate, is welded and fixed; The second described side plate consists of integrated plate a and plate b, plate a is connected with the first side plate, plate b is connected with the 3rd side plate, plate a and plate b junction are outwardly, between plate a and plate b, form 173 degree angles, described gripper shoe has with the limit of the second plate-side plate welding the angle matching with the second side plate; Described the first side plate and plate a, the 3rd side plate and plate b, the 3rd side plate and the 4th side plate, the 4th side plate and the 5th side plate, the 5th side plate are vertical respectively with the 6th side plate, between described the first side plate and the 6th side plate, form 97 degree angles; Between the plate a of the 4th side plate, the 5th side plate junction and the first side plate, the second side plate, be connected with respectively the first stiffener and the second stiffener, the first stiffener, the second stiffener also weld with gripper shoe, the first stiffener and the first side plate are perpendicular, and the plate a of the second stiffener and the second side plate is perpendicular; On described the second side plate, the 3rd side plate, the 4th side plate, the 5th side plate and the 6th side plate, all offer connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420309120.5U CN203905010U (en) | 2014-06-10 | 2014-06-10 | Fill block structure for supporting of superior angle of foundation pit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420309120.5U CN203905010U (en) | 2014-06-10 | 2014-06-10 | Fill block structure for supporting of superior angle of foundation pit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203905010U true CN203905010U (en) | 2014-10-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420309120.5U Expired - Fee Related CN203905010U (en) | 2014-06-10 | 2014-06-10 | Fill block structure for supporting of superior angle of foundation pit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203905010U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032746A (en) * | 2014-06-10 | 2014-09-10 | 德清鑫德机械有限公司 | Support filler block structure of foundation pit reflex angular position |
-
2014
- 2014-06-10 CN CN201420309120.5U patent/CN203905010U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032746A (en) * | 2014-06-10 | 2014-09-10 | 德清鑫德机械有限公司 | Support filler block structure of foundation pit reflex angular position |
| CN104032746B (en) * | 2014-06-10 | 2016-04-06 | 德清鑫德机械有限公司 | A kind of supporting fill block structure of foundation ditch angle position |
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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: 20141029 Termination date: 20160610 |