CN207003451U - Splice steel plate and slope retaining mould bases - Google Patents
Splice steel plate and slope retaining mould bases Download PDFInfo
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- CN207003451U CN207003451U CN201720551382.6U CN201720551382U CN207003451U CN 207003451 U CN207003451 U CN 207003451U CN 201720551382 U CN201720551382 U CN 201720551382U CN 207003451 U CN207003451 U CN 207003451U
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Abstract
The utility model provides a kind of splicing steel plate and slope retaining mould bases, belong to architecture construction field, including steel plate main body, steel plate main body includes the first plate face being oppositely arranged and the second plate face and the side being oppositely arranged including at least one pair of, the anchor hole passed through for anchor pole, the grouting port for concrete perfusion are provided with steel plate main body, anchor hole is set through steel plate main body, and the both ends of anchor hole are located in the first plate face and the second plate face respectively；Each pair side is respectively arranged with the first concaveconvex structure and the second concaveconvex structure of mutual cooperation.Wall and it is domatic between at grouting port concrete perfusion, concrete be located at wall and it is domatic between, reduction stirs up a cloud of dust, pollution in filling concrete work progress to environment is small, and splicing steel plate can recycle, and reduce the waste of material, save cost.
Description
Technical field
Architecture construction field is the utility model is related to, in particular to one kind splicing steel plate and slope retaining mould bases.
Background technology
Traditional soil nail wall is to be reinforced by soil nail wall by natural rock-filled and be combined with injection concrete face slab on the spot, forms one
The soil pressure that similar gravity retaining wall is come after resistance wall with this, so as to keep the stabilization of excavation face, this native barricade is referred to as soil nail wall.
Soil nail wall is set by drilling, joint bar, slip casting, commonly referred to as grouting rock bolt, can also directly squeeze into angle steel, bar reinforcement shape
Into soil nailing.The way of soil nail wall is similar with the way for the shot anchor net consolidating crack that mine reinforces tunnel, therefore also referred to as shot anchor net
Reinforcing side slope or shot anchor net barricade.
Inventor has found that traditional soil nail wall at least has the disadvantage that in work progress under study for action：
On-spot injection concrete is needed, job site environment is had a great influence, and construction period is longer.Environmental administration pair
The environmental requirement more and more higher in construction site, a large amount of ultra-deep foundation pits and extra-high also begin to emerge in large numbers, and common soil-nail wall support is
Ecological requirements can not be met.
Utility model content
The purpose of this utility model is to provide a kind of splicing steel plate, to improve during traditional construction of soil-nailed wall to ring
The influence in border is big and the problem of long construction period.
The purpose of this utility model is to provide a kind of slope retaining mould bases, during improving traditional construction of soil-nailed wall
Influence to environment is big and the problem of long construction period.
What embodiment of the present utility model was realized in：
Based on above-mentioned first purpose, the utility model provides a kind of splicing steel plate, including steel plate main body, the steel plate master
Body includes the first plate face being oppositely arranged and the second plate face and the side being oppositely arranged including at least one pair of, the steel plate main body
On be provided with the anchor hole passed through for anchor pole, the grouting port for concrete perfusion, the anchor hole runs through the steel plate main body
Set, the both ends of the anchor hole are located in first plate face and second plate face respectively；Side is set respectively described in each pair
It is equipped with the first concaveconvex structure and the second concaveconvex structure of mutual cooperation.
In the utility model preferred embodiment, the steel plate main body is rectangular slab, two pairs of phases of the steel plate main body
To the first concaveconvex structure and the second concaveconvex structure that are mutually matched are correspondingly arranged on the side of setting respectively.
In the utility model preferred embodiment, first concaveconvex structure is arranged to groove, the length of the groove
Length direction extension of the direction along place side, the groove depth of the groove along the board direction perpendicular to the steel plate main body, and
The notch of the groove is located towards second plate face；Second concaveconvex structure is arranged to clamp, the length of the clamp
The length direction of the groove corresponding to being oriented parallel to, the clamp protrude along the board direction perpendicular to the steel plate main body
First plate face.
In the utility model preferred embodiment, the groove is rectangular channel, and the clamp is rectangular slab.
In the utility model preferred embodiment, first concaveconvex structure includes connection wall, bottom wall and engaging wall,
The connection wall is arranged in the first side in the side being arranged in pairs, and set perpendicular to first plate face, institute
State connection wall to engage wall with described and be oppositely arranged, the side of the bottom wall is connected with the connection wall, the opposite side of the bottom wall
Be connected with the engaging wall, the side edge of the remote bottom wall for engaging wall is provided with bending part, the bending part in
Between the connection wall and the engaging wall, the bending part includes the first straight panel wall and the first elastic wall, and described first is straight
The side of wooden partition is connected with the engaging wall, and the first side of the opposite side of the first straight panel wall and first elastic wall connects
Connect, the second side of the remote first straight panel wall of first elastic wall extends towards the bottom wall, first elastic wall
Insert port is formed between the connection wall；
Second concaveconvex structure includes the second elastic wall, the second straight panel wall and positioned at second elastic wall and described
Abutting wall between second straight panel wall, the second straight panel wall is perpendicular to first plate face and is arranged at the paired side
In second side on, the side of the remote steel plate main body of the second straight panel wall with it is described abutting wall be connected, it is described to support
The side of the remote second straight panel wall of tight wall is connected with the side of second elastic wall, second elastic wall it is another
Side extends towards the steel plate main body.
In the utility model preferred embodiment, first concaveconvex structure also includes elastic component, the elastic component peace
On the bottom wall, and in the insert port, second concaveconvex structure is recessed from insert port insertion described first
The elastic component is pushed against on the abutting wall during male structure.
In the utility model preferred embodiment, the engaging wall is set parallel to the connection wall, first bullet
Property wall engage wall with described and be obliquely installed, and the second side of first elastic wall is along close perpendicular to the direction of the connection wall
The connection wall is set；The second straight panel wall is set perpendicular to the plate face of the steel plate main body, second elastic wall and institute
State the second straight panel wall to be obliquely installed, and the side edge of the remote abutting wall of second elastic wall is straight perpendicular to described second
The direction of wooden partition is set away from the second straight panel wall.
In the utility model preferred embodiment, the grouting port is located at four angles of the steel plate main body.
In the utility model preferred embodiment, second plate face is smooth flat.
Based on above-mentioned second purpose, the utility model provides a kind of slope retaining mould bases, including multiple described splicings
Steel plate, the adjacent splicing steel plate pass through corresponding first concaveconvex structure and the second concaveconvex structure clamping.
The beneficial effect of the utility model embodiment is：
In summary, the utility model embodiment provides a kind of splicing steel plate, and its is simple and reasonable, is easy to manufacture to add
Work, install with easy to use, meanwhile, the splicing steel plate can be spliced at the scene, and the scope of adaptation is wide, and splicing is in wall
Afterwards, wall and it is domatic between at grouting port concrete perfusion, concrete be located at wall and it is domatic between, reduce dust fly
Raise, the pollution in filling concrete work progress to environment is small, and splicing steel plate can recycle, and reduce the wave of material
Take, save cost.It is specific as follows：
The splicing steel plate that the present embodiment provides, includes steel plate main body, and steel plate main body includes what at least one pair of was arranged in pairs
Side, the first concaveconvex structure and the second concaveconvex structure of mutual cooperation, multiple steel plate main bodys are provided with the paired side
It is connected together by the first concaveconvex structure and the second concaveconvex structure, is spliced to form wall.During practice of construction, supporting is being needed
It is domatic multiple steel plate main bodys are spliced successively, wall body structure is formed on domatic, domatic formd between wall is treated
Casting space region, after the splicing firmly of steel plate main body, from concrete perfusion at the grouting port of steel plate main body, concrete can fill up
Area of space to be poured, concrete and domatic strong bonded, meanwhile, pass through anchor hole using anchor pole, by concrete layer with it is domatic
Anchored, after the completion for the treatment of that concrete layer condenses, remove splicing steel plate, side slope realizes supporting, and splices energy after steel plate is removed
It is enough to reuse, material is saved, reduces cost.During filling concrete, from grouting port enter, fill up splicing steel plate with it is domatic
Between space, concrete is not in flow everywhere in filling process, reduces the splashing of concrete, reduces dust and fly
Raise, be not easy to pollute environment, it is more environment-friendly and safer.
The slope retaining mould bases that the present embodiment provides includes above-mentioned splicing steel plate, has all excellent of above-mentioned splicing steel plate
Point.
Brief description of the drawings
, below will be to required use in embodiment in order to illustrate more clearly of the technical scheme of the utility model embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore should not be by
Regard the restriction to scope as, for those of ordinary skill in the art, on the premise of not paying creative work, may be used also
To obtain other related accompanying drawings according to these accompanying drawings.
Fig. 1 is the structural representation of the splicing steel plate of the utility model embodiment 1；
Fig. 2 is the sectional view of the splicing steel plate of the utility model embodiment 1；
Fig. 3 is the application schematic diagram of the splicing steel plate of the utility model embodiment 1；
Fig. 4 is the sectional view of the splicing steel plate of the utility model embodiment 2；
Fig. 5 is the enlarged diagram at B in this corresponding diagram 4；
Fig. 6 is the enlarged diagram at C in this corresponding diagram 4；
Fig. 7 is the application schematic diagram of the splicing steel plate of the utility model embodiment 2；
Fig. 8 is the structural representation of the slope retaining mould bases of the utility model embodiment；
Fig. 9 is the application schematic diagram of the slope retaining mould bases of the utility model embodiment.
Icon：10- steel plate main bodys；The plate faces of 11- first；The plate faces of 13- second；15- sides；The concavo-convex knots of 151- first
Structure；1511- connection walls；1513- bottom walls；1515- engages wall；1517- the first straight panel walls；The elastic walls of 1519- first；
1521- insert ports；1523- card interfaces；1525- elastic components；The concaveconvex structures of 153- second；The elastic walls of 1531- second；
1533- the second straight panel walls；1535- pushes against wall；155- anchor holes；157- grouting ports；30- anchor poles.
Embodiment
, it is necessary to which on-spot injection concrete, has a great influence to job site environment during traditional carry out slope retaining, Er Qieshi
The work cycle is longer.Environmental requirement more and more higher of the environmental administration to construction site, a large amount of ultra-deep foundation pits and extra-high are also begun to
Emerge in large numbers, common soil-nail wall support can not meet ecological requirements.
In consideration of it, the utility model designer devises a kind of splicing steel plate and slope retaining mould bases, by the scene
Wall is formed in the multiple splicing steel plates of side slope outer layer splicing, is formd between wall and side slope outer layer and treats casting space, at this
Concrete perfusion in casting space is treated, concrete layer and side slope are subjected to anchor connection using anchor pole, mixed in whole work progress
The splashing for coagulating soil is lacked, and reduces and stirs up a cloud of dust, more environmentally-friendly, and splicing steel plate can be reused, and save cost.
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, the technical scheme in the embodiment of the utility model is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model part of the embodiment, rather than whole embodiments.Generally here described in accompanying drawing and
The component of the utility model embodiment shown can be configured to arrange and design with a variety of.
Therefore, the detailed description of the embodiment of the present utility model to providing in the accompanying drawings is not intended to limit requirement below
The scope of the utility model of protection, but it is merely representative of selected embodiment of the present utility model.Based in the utility model
Embodiment, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, all
Belong to the scope of the utility model protection.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined, then it further need not be defined and explained in subsequent accompanying drawing in individual accompanying drawing.
, it is necessary to the orientation of the instruction such as explanation, term " on ", " under ", "left", "right" in description of the present utility model
Or position relationship be based on orientation shown in the drawings or position relationship, or the utility model product using when usually put
Orientation or position relationship, it is for only for ease of description the utility model and simplifies description, rather than indicates or imply signified dress
Put or element there must be specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the utility model
Limitation.In addition, term " first ", " second " etc. are only used for distinguishing description, and it is not intended that indicating or implying relatively important
Property.
In description of the present utility model, it is also necessary to which explanation, unless otherwise clearly defined and limited, term " are set
Put ", " installation ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected,
Or it is integrally connected；Can be mechanical connection or electrical connection；Can be joined directly together, intermediary can also be passed through
It is indirectly connected, can is the connection of two element internals.For the ordinary skill in the art, can be managed with concrete condition
Solve concrete meaning of the above-mentioned term in the utility model.
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the utility model can
To be mutually combined.
Splice steel plate embodiment 1
Fig. 1 and Fig. 9 are referred to, a kind of splicing steel plate is present embodiments provided, is spelled by side slope at the construction field (site)
Connect the laying of steel plate so that area of space to be poured is formd between side slope and multiple splicing steel plates, will be mixed at grouting port 157
Solidifying soil is injected into area of space to be poured, and forms concrete layer, and concrete layer realizes the anchoring with side slope using anchor pole 30
Connection, concrete layer is solid and reliable with edge slope structure, and stability of slope is reliable.After concrete layer condenses, steel plate will be spliced from coagulation
Removed on soil layer, splicing steel plate can be used repeatedly, and save cost.
Splicing steel plate includes steel plate main body 10, and steel plate main body 10 includes two plate faces being oppositely arranged, for the ease of retouching
State, two plate faces are named as the first plate face 11 and the second plate face 13, in addition at least one pair of side 15 for being arranged in pairs, steel plate
The anchor hole 155 for grafting anchor pole 30, and the grouting port 157 for concrete perfusion are provided with main body 10, is being constructed
During, multiple steel plate main bodys 10 are spliced to form wall, and wall is located at the side slope outer layer for treating supporting, between wall and side slope outer layer
Form band casting area, after the completion of multiple steel plate main bodys 10 are spliced, casting area is treated in the connection for foring an entirety, is treated
After determining the fastness between steel plate main body 10, concreting is proceeded by, concrete irrigates at each grouting port 157,
Concrete can could quickly fill up the area of space of the corresponding lower section of steel plate main body 10, and after the completion of pouring, concrete is filled with multiple
Area of space between steel plate main body 10 and side slope outer layer, and form concrete layer.Anchor pole 30 is before filling concrete, anchoring
In side slope.Concrete layer adds the stability of side slope, is easy to the progress of construction.And after the completion of concrete layer condensation, will
Steel plate main body 10 disassembles from concrete layer, and steel plate main body 10 can be reused, and save material, reduce cost.
In the present embodiment, for the ease of the separation of steel plate main body 10 and concrete layer, a plate face of steel plate main body 10 is set
It is set to smooth plane, during practice of construction, the plate face where the smooth plane contacts with concrete layer, because plate face is smooth,
The contact area of concrete layer and plate face is small, is easy to the separation of steel plate main body 10.During processing, the second plate face 13 is smooth flat.
When multiple steel plate main bodys 10 are spliced, adjacent steel plate main body 10 passes through the first concaveconvex structure 151 and the second concaveconvex structure
153 realize clamping.The first concaveconvex structure 151 and the second concaveconvex structure are respectively arranged with two sides 15 being arranged in pairs
153, multiple steel plate main bodys 10 can be spliced to form horizontally-arranged shape or vertical setting of types shape, it is clear that need to cover side during slope retaining
The whole surface on slope, therefore, in the present embodiment, steel plate main body 10 is arranged to rectangular slab, there are two pairs of sides being arranged in pairs
15, the first concaveconvex structure 151 and the second concaveconvex structure 153 to match is respectively arranged with the side 15 that each pair is arranged in pairs.
, can be four at it centered on a splicing steel plate when multiple rectangular-shaped splicing steel plates can mutually splice
All splice a steel plate main body 10 at side 15, then spread with the center to surrounding, form wall body structure.Obviously, institute it is not
Some steel plate main bodys 10 steel plate main body 10 adjacent all with four is spliced, such as the steel plate main body 10 positioned at most edge has one
Side 15 is not spliced with steel plate main body 10, or the steel plate main body 10 at an angle adjacent two side 15 not
It can splice with other steel plate main bodys 10.For such a situation, during actual processing, can set specially at edge or angle
Steel plate main body 10, save cost.
Refer to Fig. 2-Fig. 3, in the present embodiment, the first concaveconvex structure 151 is arranged to groove, the length direction edge of groove
The length direction extension of place side 15, the groove depth of groove is along the board direction perpendicular to steel plate main body 10, and the notch of groove
It is located towards the second plate face 13；Second concaveconvex structure 153 is arranged to clamp, and the length direction of clamp is parallel to corresponding groove
Length direction, clamp protrude the first plate face 11 along the board direction perpendicular to steel plate main body 10.During actual processing, groove is rectangle
Groove, clamp are rectangular slab.During splicing, the second plate face 13 is attached in side slope, and steel plate main body 10 is laid since the edge of side slope,
For the ease of splicing, the outside positioned at the steel plate main body 10 of edge is groove, and inner side is raised, the steel plate main body 10 of this position
Groove need not be spliced again with other steel plate main bodys 10, the projection of the steel plate main body 10 of this opening position can with its phase
Groove, is directly fastened in projection by the groove splicing of adjacent steel plate main body 10, easy to operate.And multiple steel plate masters
After the completion of body 10 splice, there is the active force mutually pullled between steel plate main body 10, be not easy to scatter, i.e., adjacent steel plate main body 10 it
Between along the left and right directions and fore-and-aft direction of the board direction parallel to steel plate main body 10 be respectively provided with the active force mutually pullled.
After the completion of splicing steel plate splicing, anchor pole 30 is inserted from anchor hole 155, is anchored in side slope.Then, from grouting port
Concrete perfusion at 157.In the present embodiment, grouting port 157 is scallop hole, and the central angle of grouting port 157 is 90 degree, and each steel
Four grouting ports 157 are provided with plate main body 10, each grouting port 157 is located at four angles of steel plate main body 10, four steel plates
After main body 10 is stitched together, corresponding four grouting ports 157 in four steel plate main bodys 10 form a circular port, from the circle
The perfusion of concrete is carried out at shape hole.Concrete can could quickly fill up the area of space between steel plate main body 10 and side slope, coagulation
Combination between soil is more solid and reliable, is not easy seam be present, and the stability of side slope is good.It is multiple after splicing steel plate use
Steel mainboard 10 is got up using the lifting of grouting port 157, is readily transported.
Splice steel plate embodiment 2
The present embodiment also provides a kind of splicing steel plate, and the present embodiment is on the basis of the technical scheme of embodiment 1
Further to improve, embodiment 1 and disclosed technical scheme are equally applicable to the present embodiment, in order to avoid narration repeats burden,
The technical scheme that embodiment 1 has been described above no longer carries out repeat specification, specific as follows：
Fig. 4-Fig. 7 is referred to, the present embodiment is the improvement carried out for the splicing construction of steel plate main body 10, improves steel plate
Connectivity robustness between main body 10.First concaveconvex structure 151 includes connection wall 1511, bottom wall 1513 and engaging wall 1515,
Connection wall 1511 is arranged in the first side in the side 15 being arranged in pairs, and is set perpendicular to the first plate face 11, connection wall
1511 are oppositely arranged with engaging wall 1515, and the side of bottom wall 1513 is connected with connection wall 1511, the opposite side and card of bottom wall 1513
Combine harmoniously 1515 connections, the side edge for engaging the remote bottom wall 1513 of wall 1515 is provided with bending part, and bending part is in connection wall
Between 1511 and engaging wall 1515, bending part includes the first straight panel wall 1517 and the first elastic wall 1519, the first straight panel wall
1517 side is connected with engaging wall 1515, and the first side of the opposite side of the first straight panel wall 1517 and the first elastic wall 1519 connects
Connect, the second side away from the first straight panel wall 1517 of the first elastic wall 1519 extends towards bottom wall 1513, connection wall 1511 and card
Combine harmoniously and form opening between 1515, the first elastic wall 1519 is located in opening, and opening is split to form two parts, and one is
Insert port 1521 between the first elastic wall 1519 and connection wall 1511, another is positioned at the first elastic wall 1519 and card
The card interface 1523 to combine harmoniously between 1515, and be arranged at intervals between the first elastic wall 1519 and bottom wall 1513, make insert port 1521
It is connected with card interface 1523.
Corresponding, the second concaveconvex structure 153 includes the second elastic wall 1531, the second straight panel wall 1533 and positioned at the second bullet
Abutting wall 1535 between the property straight panel wall 1533 of wall 1531 and second, the second straight panel wall 1533 is perpendicular to the first plate face 11 and sets
In second side in paired side 15, the side of the remote steel plate main body 10 of the second straight panel wall 1533 is with pushing against wall 1535
Connection, the side away from the second straight panel wall 1533 for pushing against wall 1535 are connected with the side of the second elastic wall 1531, the second elasticity
The opposite side of wall 1531 extends towards steel plate main body 10.During processing and manufacturing, the first concaveconvex structure 151 and the second concaveconvex structure
153 are all located at the side where the first plate face 11, by taking two steel plate main bodys 10 as an example, are set as the first steel plate main body 10A and the
Two steel plate main body 10B, the first steel plate main body 10A the first concaveconvex structure 151 and the second steel plate main body 10B the second concaveconvex structure
153 clampings, during operation, the second steel plate main body 10B is first fitted in side slope, then, concavo-convex by the first of the second steel plate main body 10B
Structure 151 is placed in the second steel plate main body 10B top of the second concaveconvex structure 153, the second concaveconvex structure 153 alignment insert port
1521, the first steel plate main body 10A move close to the second steel plate main body 10B, and the second concaveconvex structure 153 enters insert port 1521, the
Mutually extrude, continue close to mobile between one elastic wall 1519 and the second elastic wall 1531, the second elastic wall 1531 is from the first bullet
Property wall 1519 at separate, elastic force effect under, the second elastic wall 1531 recover deformation enter in card interface 1523, second elasticity
Wall 1531 is realized and connected and fixed between the engaging elastic wall 1519 of wall 1515 and first, the connecting method of steel plate main body 10
Analogized with secondary.Such a interface arrangment, the free degree perpendicular to board direction of the steel plate main body 10 of interconnection is limited,
The attachment structure of steel plate main body 10 is more firm, is not easy to scatter in concreting process, that improves concrete layer pours matter
Amount, increase the stability of side slope.
Fig. 4 and Fig. 5 are referred to, further, the first concaveconvex structure 151 also includes elastic component 1525, and elastic component 1525 is pacified
On bottom wall 1513, and in insert port 1521, the second concaveconvex structure 153 inserts the first concaveconvex structure from insert port 1521
Elastic component 1525, which is pushed against, during 151 pushes against on wall 1535.Engaging wall 1515 is set parallel to connection wall 1511, the first elasticity
Wall 1519 is obliquely installed with engaging wall 1515, and the second side edge of the first elastic wall 1519 is leaned on perpendicular to the direction of connection wall 1511
Nearly connection wall 1511 is set；Second straight panel wall 1533 is set perpendicular to the plate face of steel plate main body 10, the second elastic wall 1531 and the
Two straight panel walls 1533 are obliquely installed, and the side of the remote abutting wall 1535 of the second elastic wall 1531 is along perpendicular to the second straight panel wall
1533 direction is set away from the second straight panel wall 1533.After the 153 mutual clamping of first concaveconvex structure 151 and the second concaveconvex structure,
Elastic component 1525 can be pushed against all the time to be pushed against on wall 1535 so that the first concaveconvex structure 151 and the second concaveconvex structure 153 coordinate
It is even closer.When needing to remove steel plate main body 10, removed at the avris of side slope, operation is more convenient.Elastic component 1525
Preferably spring.
Slope retaining mould bases embodiment
Referring to Fig. 8, a kind of slope retaining mould bases is present embodiments provided, including multiple splicings that above-described embodiment provides
Steel plate, contiguous concatenation steel plate are laid on by the corresponding clamping of first concaveconvex structure, 151 and second concaveconvex structure 153, soil nail wall
Side slope outer layer, formd between side slope and treat casting space, concrete layer is formed after the completion of concreting, stability of slope can
Lean on.It meanwhile soil nail wall can be dismantled, can reuse, save cost.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (10)
1. one kind splicing steel plate, it is characterised in that including steel plate main body, the steel plate main body includes the first plate face being oppositely arranged
With the second plate face and the side being oppositely arranged including at least one pair of, the anchoring passed through for anchor pole is provided with the steel plate main body
Hole, the grouting port for concrete perfusion, the anchor hole are set through the steel plate main body, the both ends difference of the anchor hole
In first plate face and second plate face；Side described in each pair is respectively arranged with the first concaveconvex structure of mutual cooperation
With the second concaveconvex structure.
2. splicing steel plate according to claim 1, it is characterised in that the steel plate main body is rectangular slab, the steel plate master
The first concaveconvex structure and the second concaveconvex structure being mutually matched are correspondingly arranged on the side that two couple of body is oppositely arranged respectively.
3. splicing steel plate according to claim 2, it is characterised in that first concaveconvex structure is arranged to groove, described
Length direction extension of the length direction of groove along place side, the groove depth of the groove is along the plate perpendicular to the steel plate main body
Face direction, and the notch of the groove is located towards second plate face；Second concaveconvex structure is arranged to clamp, the card
The length direction of plate is parallel to the length direction of the corresponding groove, plate face of the clamp edge perpendicular to the steel plate main body
Protrude first plate face in direction.
4. splicing steel plate according to claim 3, it is characterised in that the groove is rectangular channel, and the clamp is rectangle
Plate.
5. splicing steel plate according to claim 2, it is characterised in that first concaveconvex structure includes connection wall, bottom wall
And engaging wall, the connection wall are arranged in the first side in the side being arranged in pairs, and perpendicular to described first
Plate face is set, and the connection wall engages wall and be oppositely arranged with described, and the side of the bottom wall is connected with the connection wall, the bottom
The opposite side of wall is connected with the engaging wall, and the side edge of the remote bottom wall of the engaging wall is provided with bending part, described
Between the connection wall and the engaging wall, the bending part includes the first straight panel wall and the first elastic wall for bending part,
The side of the first straight panel wall is connected with the engaging wall, the opposite side of the first straight panel wall and first elastic wall
First side connects, and the second side of the remote first straight panel wall of first elastic wall extends towards the bottom wall, and described the
Insert port is formed between one elastic wall and the connection wall；
Second concaveconvex structure includes the second elastic wall, the second straight panel wall and positioned at second elastic wall and described second
Abutting wall between straight panel wall, the second straight panel wall is perpendicular to first plate face and is arranged in the paired side
In second side, the side of the remote steel plate main body of the second straight panel wall is connected with the abutting wall, the abutting wall
The side of the remote second straight panel wall be connected with the side of second elastic wall, the opposite side court of second elastic wall
Extend to the steel plate main body.
6. splicing steel plate according to claim 5, it is characterised in that first concaveconvex structure also includes elastic component, institute
Elastic component is stated on the bottom wall, and in the insert port, second concaveconvex structure inserts from the insert port
The elastic component is pushed against on the abutting wall during first concaveconvex structure.
7. splicing steel plate according to claim 6, it is characterised in that the engaging wall is set parallel to the connection wall,
First elastic wall engages wall and is obliquely installed with described, and the second side of first elastic wall is along perpendicular to the connection wall
Direction set close to the connection wall；The second straight panel wall is set perpendicular to the plate face of the steel plate main body, and described second
Elastic wall is obliquely installed with the second straight panel wall, and second elastic wall it is remote it is described push against wall side along perpendicular to
The direction of the second straight panel wall is set away from the second straight panel wall.
8. according to the splicing steel plate described in claim any one of 2-7, it is characterised in that the grouting port is located at the steel plate
At four angles of main body.
9. according to the splicing steel plate described in claim any one of 2-7, it is characterised in that second plate face is smooth flat.
10. a kind of slope retaining mould bases, it is characterised in that including multiple splicing steel according to claim any one of 1-9
Plate, the adjacent splicing steel plate pass through corresponding first concaveconvex structure and the second concaveconvex structure clamping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720551382.6U CN207003451U (en) | 2017-05-17 | 2017-05-17 | Splice steel plate and slope retaining mould bases |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720551382.6U CN207003451U (en) | 2017-05-17 | 2017-05-17 | Splice steel plate and slope retaining mould bases |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207003451U true CN207003451U (en) | 2018-02-13 |
Family
ID=61444715
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| CN110295615A (en) * | 2019-07-25 | 2019-10-01 | 常州工学院 | A kind of recyclable and prefabricated slope retaining structure and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110295615A (en) * | 2019-07-25 | 2019-10-01 | 常州工学院 | A kind of recyclable and prefabricated slope retaining structure and construction method |
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