CN209652949U - A kind of slope protection barricade masonry formwork structure - Google Patents
A kind of slope protection barricade masonry formwork structure Download PDFInfo
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- CN209652949U CN209652949U CN201920024724.8U CN201920024724U CN209652949U CN 209652949 U CN209652949 U CN 209652949U CN 201920024724 U CN201920024724 U CN 201920024724U CN 209652949 U CN209652949 U CN 209652949U
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Abstract
The utility model relates to a kind of slope protection barricades to build formwork structure, including anchor rib, support column, upper beam, more stringers, pressing device, exterior sheathing, side template and support base, multiple support bases are arranged in top of the slope, the anchor rib is embedded in respectively in slope foot base and top of the slope support base, the support column is arranged on support base, the upper beam is along the support column that slope protection length direction is fixed at top of the slope, described stringer one end is welded on upper beam, the anchor rib of the other end and slope foot is welded and fixed, the exterior sheathing is lifted below stringer, the cavity for pouring barricade is formed between the exterior sheathing and slope protection, the side template is arranged at exterior sheathing both ends, the pressing device is arranged at intervals on above stringer along slope protection slope aspect；The exterior sheathing includes the modular unit that muti-piece mutually splices, and the stitching portion of the adjacent modular unit is between adjacent stringer.The utility model has the advantages that low cost, adaptable.
Description
Technical field
The utility model relates to the technical fields of Retaining wall, build formwork structure more particularly, to a kind of slope protection barricade.
Background technique
Ramp type dams setting is on slope protection for protecting the stability of slope protection.
The formwork erection mode of ramp type concrete guard wall is the difficult point of engineering.Currently, the laying of template is generally using cunning
Mould or sizing large form.Sliding formwork requires slump preferably in 8 ~ 10cm, and the export minimum slump of commerical ready-mixed concrete
In 10cm or more, slump is too small so that the mixed transport of quotient cannot achieve.In addition, slding form operation, which also has, initially puts into larger, group
Fill sliding formwork duration longer disadvantage.Sizing large form involves great expense, its inside and the narrow space of slope protection slope surface are inconvenient after installation
In vibrating and bubble is not easy to exclude, carrying out also in addition considering to pour mode when non-standard storehouse pours.So needing at present
A kind of a kind of formwork structure can adapt to slope protection change in shape and low cost.
Utility model content
The purpose of the utility model is to provide a kind of low cost, adaptable slope protection barricades to build formwork structure.
The purpose of this utility model has the technical scheme that
A kind of slope protection barricade masonry formwork structure, slope protection barricade include slope foot and top of the slope, and formwork structure includes anchor rib, branch
Dagger, upper beam, more stringers, pressing device, exterior sheathing, side template and support base；Multiple support bases are arranged in top of the slope；It is described
Anchor rib is embedded in respectively in the concrete base layer and top of the slope support base of slope foot, and the support column is arranged on support base, described
Support column is welded and fixed with the anchor rib being embedded on support base, and the upper beam is fixed at top of the slope along slope protection length direction
Support column on, the upper surface of the upper beam and support column is welded and fixed；The more stringers are set along upper beam spacing side by side
It sets, described stringer one end is welded on upper beam, and the anchor rib of the other end and slope foot is welded and fixed；The exterior sheathing is lifted on vertical
Below beam, the cavity for pouring barricade is formed between the exterior sheathing and slope protection；Side template setting is described at exterior sheathing both ends
Side template one end is abutted with slope protection, and the other end is abutted with exterior sheathing；The pressing device is arranged at intervals on along slope protection length of grade direction
Above stringer；The exterior sheathing includes the modular unit that muti-piece mutually splices, the vertical stitching portion position of the adjacent modular unit
Between adjacent stringer.
By using above-mentioned technical proposal, when carrying out slope protection barricade and pouring, by be arranged in the crossbeam above slope protection and
Template is divided into the modular unit of mutual assembly as support by stringer, modular unit fixation is lifted on stringer, in template list
It is formed between member and slope protection for pouring the cavity of barricade, thus realize the concreting of barricade, the crossbeam and stringer of use
For the common square steel in construction site, price is low, while template being divided into the modular unit of fritter, template can be made to adapt to different
The barricade of shape, the utility model have low cost, adaptable advantage.
The utility model is further arranged to: the pressing device includes strut beam, zipper and the ground being arranged at slope foot
Anchor, the strut beam are arranged above stringer, and the both ends of strut beam are respectively connected with zipper；The other end of zipper is socketed with earth anchor.
By using above-mentioned technical proposal, strut beam is pressed on stringer by zipper, can prevent from pouring coagulation
When native, outer side mold floats.
The utility model is further arranged to: the modular unit surrounding setting splicing rib, the adjacent splicing rib pass through
Locking assembly is connected and fixed, and the locking assembly includes sleeve, grafting screw rod, spring and U-shaped fastener, and described sleeve one end is set
It is equipped with end cap, the open end of sleeve is fixed on the splicing rib of one piece of modular unit, the spelling that two pieces of modular units mutually splice
Rib position corresponding with sleeve offers perforation；The grafting screw coaxial is plugged in sleeve, and can be stretched out sleeve and be worn
Two pieces of modular units are connected after the perforation of two splicing ribs；The circumferentially fixed setting of the grafting screw rod limits disk, described
Limit disk is located at sleeve inner；The spring is set in grafting screw rod periphery and is located at sleeve inner, and the spring one end supports
It connects on limit disk, the other end is connected on end cap of the sleeve far from opening；The U-shaped fastener is buckled in two spellings mutually spliced
After on rib, two splicing ribs are clamped.
By using above-mentioned technical proposal, adjacent modular unit can directly be carried out manually by the way that locking assembly is arranged
It is fixed, it does not need that bolt and nut are installed using tool, it is easy to operate.
The utility model is further arranged to: fixture block being arranged on the grafting screw rod, opens up on the sleeve logical for fixture block
The through slot crossed after grafting screw rod rotation, can make the fixture block card slot that is staggered be connected to the outer surface of end cap.
Grafting screw rod is rotated when fixture block passes through through slot by using above-mentioned technical proposal, fixture block and through slot is made to misplace,
Fixture block is directed at through slot, grafting screw rod is in bullet in fixed form unit by the position that grafting screw rod is fixed on stretching sleeve at this time
It is inserted into, and passes through on fixed block insertion adjacent forms unit into sleeve under the action of spring force.
The utility model is further arranged to: a herringbone beam, described herringbone beam one end is arranged every two stringers
It is fixed with upper cross beam welding, the other end is welded and fixed with slope foot anchor rib.
It can increase the rigidity of stringer by herringbone beam is arranged by using above-mentioned technical proposal, prevent stringer amount of deflection from becoming
Shape is excessive, influences the pouring quality of barricade.
The utility model is further arranged to: the modular unit is fixed with stringer by U-shaped part, and the U-shaped part is buckled in
On stringer, both ends and the modular unit of U-shaped part are bolted；Adjusting bolt, the U-shaped part are provided on the U-shaped part
Threaded hole compatible with bolt is adjusted is offered on side wall far from its open end, the adjusting bolt passing through bolt hole abuts
In the upper surface of stringer.
By using above-mentioned technical proposal, in the height of adjusting template unit, by screwing or unscrewing adjusting bolt,
Change the length for adjusting bolt stretching threaded hole, to achieve the purpose that promotion or reduce modular unit height, has and adjust
Advantage with high accuracy.
The utility model is further arranged to: the U-shaped part is provided with wedge type block in adjusting bolt two sides, and wedge type block is located at
Between side wall and stringer of the U-shaped part far from its open end.
By using above-mentioned technical proposal, wedge type block is set adjusting bolt two sides, wedge type block can carry out U-shaped part auxiliary
Support is helped, to guarantee the stability of U-shaped part.
The utility model is further arranged to: being connected between the herringbone beam and modular unit by U-shaped part, the template
It adds and is bolted at unit abutment joint, be bolted the position added U-shaped part can not be arranged close to herringbone beam and modular unit
It sets.
By using above-mentioned technical proposal, since the position of U-shaped part, mould can not be arranged between herringbone beam and modular unit
Plate unit stability is insufficient, utilizes locking assembly and the dual fixation of bolt in the position of modular unit docking, increases modular unit
Stability, prevent modular unit from deforming, keep the pouring quality of barricade more preferable.
The utility model is further arranged to: the modular unit inner surface pastes formwork cloth.
Wall surface can be reduced by pasting formwork cloth in modular unit inner surface by using above-mentioned technical proposal
Bubble, increase the density of concrete guard wall.
In conclusion the advantageous effects of the utility model are as follows:
1. by using above-mentioned technical proposal, when progress slope protection barricade pours, by the way that the crossbeam above slope protection is arranged in
With stringer as supporting, template is divided into the modular unit of mutual assembly, modular unit fixation is lifted on stringer, in template
It is formed between unit and slope protection for pouring the cavity of barricade, to realize the concreting of barricade, the crossbeam of use and vertical
Beam is the common square steel in construction site, and price is low, while template being divided into the modular unit of fritter, and template can be made to adapt to not
The barricade of similar shape, the utility model have low cost, adaptable advantage；
2. can quickly be carried out to modular unit by setting locking device assembled；
3. can accurately be positioned to modular unit by the way that U-shaped part is arranged, adjusts bolt and wedge type block.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the side view of the utility model；
Fig. 3 is the partial enlargement diagram of part A in Fig. 1；
Fig. 4 is the partial enlargement diagram of part B in Fig. 2；
Fig. 5 is the partial enlargement diagram of C portion in Fig. 1；
Fig. 6 is the structural schematic diagram of the protrusion locking assembly of the utility model；
Fig. 7 is the cross-sectional view of the locking assembly of the utility model；
Fig. 8 is the protrusion U-shaped fastener of the utility model and the clamping schematic diagram of splicing rib.
In figure, 1, anchor rib；2, support column；3, upper beam；4, stringer；41, U-shaped part；42, bolt is adjusted；43, wedge
Block；44, herringbone beam；5, exterior sheathing；51, modular unit；52, splice rib；53, locking assembly；531, fixed block；532, sleeve；
5321, end cap；533, grafting screw rod；5331, disk is limited；5332, fixture block；5333, through slot；534, spring；535, U-shaped card
Part；5351, latch；5352, card slot；6, side template；61, mandril；7, pressing device；71, strut beam；72, ring is socketed；73, it draws
Lock；8, top of the slope；81, support base；82, earth anchor；9, slope foot.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Referring to Figures 1 and 2, slope protection barricade includes slope foot and top of the slope, and slope foot and top of the slope pour to be formed before installation template
Concrete base layer.
It referring to Fig.1, is a kind of slope protection barricade masonry formwork structure disclosed by the utility model, including anchor rib 1, support column
2, upper beam 3, stringer 4, exterior sheathing 5, side template 6, support base 81 and pressing device 7, multiple support bases 81 are pouring top of the slope base
When layer, formed with base's formed by integrally casting, anchor rib 1 is nuzzled mixed in advance when pouring 9 base of slope foot and top of the slope 81 concrete of support base
In solidifying soil layer, anchor rib 1 is multiple along the evenly spaced setting of length direction of slope protection.With reference to Fig. 3, support column 2 is hollow square steel,
It is vertically arranged on support base 81, support column 2 is welded and fixed with the anchor rib 1 on support base 81, and support column 2 passes through anchor rib 1
Entirety is linked as with support base 81.In conjunction with Fig. 2 and Fig. 4, upper beam 3 is 200 × 200 × 5mm hollow square steel, and upper beam 3 is along slope protection
Length direction be fixed on the support column 2 of top of the slope 8, upper beam 3 and the top surface of support column 2 are welded and fixed.Fig. 1 is reviewed,
Stringer 4 is 200 × 100 × 5mm hollow square steel, length direction evenly spaced setting multiple, stringer 4 of the stringer 4 along upper beam 3
One end be welded and fixed with upper beam 3, (see figure 3) is welded and fixed in the anchor rib 1 of the other end and slope foot 9.The lifting of exterior sheathing 5 is fixed
The cavity for pouring barricade is formed in the lower section of stringer 4, between exterior sheathing 5 and slope protection, the both ends of exterior sheathing 5 are provided with side form
Plate 6 is blocked, and side template 6 is fixed by mandril 61, and 61 one end of mandril is pushed against on side template 6, other end insertion shield
It is fixed inside slope.The pressing device 7 of Form floating when the top of stringer 4, which is fixedly installed, prevents casting concrete barricade.
Referring to Fig.1, pressing device 7 includes the multiple tracks strut beam 71 along the setting of 4 length direction of stringer, and strut beam 71 is 200
× 100 × 5mm hollow square steel, the end of strut beam 71, which is fixedly welded with, sockets ring 72, and the one end for socketing ring 72 and zipper 73 connects
Fixation is connect, the other end of zipper 73 and the earth anchor 82 being arranged on slope protection socket fixation, and strut beam 71 is pushed against vertical by zipper 73
On beam 4.Further, in order to adjust the elastic of zipper 73, chain block is set between zipper 73, is adjusted by chain block
Zipper 73 it is elastic.After exterior sheathing 5 is installed, by tension chain block, strut beam 71 is connected on stringer 4,
The position of stringer 4 and exterior sheathing 5 is fixed, is prevented in casting concrete, Form floating.
Referring to Fig.1 with Fig. 5, exterior sheathing 5 is that muti-piece modular unit 51 is spliced to form, should be by template in casting concrete
Unit 51 is spliced in short transverse segmentation, one section, then assembled next section of modular unit 51 has been poured, to guarantee concrete
It is sufficiently vibrated, improves the pouring quality of barricade.
Constitutional diagram 5 and Fig. 7, the surrounding of modular unit 51 are provided with splicing rib 52, pass through between adjacent modular unit 51
Locking assembly 53 is fixed, and locking assembly 53 includes sleeve 532, grafting screw rod 533, spring 534 and U-shaped fastener 535, set
532 one end of cylinder are provided with end cap 5321, and the open end of sleeve is fixed on the splicing rib 52 of one piece of modular unit 51, and two pieces
The position corresponding with sleeve 532 of splicing rib 52 of 51 phase of modular unit splicing offers perforation；Grafting screw rod 533 is coaxially plugged in
In sleeve 532, and it can stretch out after sleeve 532 wears the perforation that two splice rib 52 and connect two pieces of modular units 51；Grafting spiral shell
The circumferentially fixed setting of bar 533 limits disk 5331, and limit disk 5331 is located inside sleeve 532；Spring 534 is set in grafting
533 periphery of screw rod is simultaneously located inside sleeve 532, and 534 one end of spring is connected on limit disk 5331, and the other end is connected to sleeve
On 532 end caps 5321 far from opening.After U-shaped fastener 535 is buckled on the two splicing ribs 52 mutually spliced, by two splicing ribs 52
It clamps.
Further, as shown in figure 5, locking assembly 53 further includes fixed block 531, fixed block 531 is welded on splicing rib 52
Away from the side of abutment joint, fixed block 531 is arranged in position corresponding with sleeve 532.It is offered on fixed block 531 and grafting spiral shell
The spliced eye that 533 diameter of bar matches, grafting screw rod 533 can pass through the fixed block on bolt hole insertion adjacent forms unit 51
In 531, to increase grafting intensity, connect modular unit 51 preferably integral.
Further, referring to Fig. 8, U-shaped fastener 535 has certain elasticity, and inward at both ends extends to form latch 5351, In
Card slot 5352 compatible with latch 5351 is offered on splicing rib 52,5351 inlay card of latch, can be by phase in card slot 5352
The splicing rib 52 mutually spliced is fixed together.In assembled formwork unit 51, grafting screw rod 533 is drawn to outside sleeve 532, then
Adjacent modular unit 51 is spliced, after the alignment of modular unit 51, grafting screw rod 533 is made to be inserted into adjacent forms unit
In fixed block 531 on 51, finally U-shaped fastener 535 is clamped on the splicing rib 52 mutually spliced, latch 5351 is made to be caught in card
Slot 5352 is fixed.The locking assembly 53 can quickly fix modular unit 51 under conditions of the tool of not using,
Avoid traditional complicated processes fixed by nut using bolt.
Referring to Fig. 6, further, in assembled formwork unit 51, for the ease of grafting screw rod 533 is fixed on stretching set
The position of cylinder 532, the affixed fixture block 5332 on the circumferential surface of grafting screw rod 533 open up on the end cap 5321 of sleeve 532 for fixture block
5332 through slots 5333 passed through.When drawing grafting screw rod 533 to outside sleeve 532, when fixture block 5332 passes through through slot 5333, rotation
Grafting screw rod 533 makes fixture block 5332 and through slot 5333 misplace, and grafting screw rod 533 is connected to the outer surface of end cap 5321 at this time, from
And take in the end of grafting screw rod 533 in sleeve.In fixed form unit 51, grafting screw rod 533 is rotated, by fixture block 5332
It is directed at through slot 5333, grafting screw rod 533 stretches out sleeve 532 under the action of 534 elastic force of spring, and is inserted into adjacent forms unit 51
On fixed block 531 in.
Fixed by U-shaped part 41 between modular unit 51 and stringer 4 referring to Fig. 5, U-shaped part 41 is buckled on stringer 4, opens
One end of mouth is towards modular unit 51, and the both ends of U-shaped part 41 are bolted on modular unit 51, and U-shaped part 41 is along stringer 4
Length direction it is evenly spaced setting it is multiple.
Referring to Fig. 5, further, for the ease of adjusting the height of modular unit 51, with guarantee adjacent forms unit 51 it
Between flatness, the side wall in U-shaped side of the part 41 far from stringer 4 be provided with adjust bolt 42, offered in U-shaped part 41 with
The compatible threaded hole of bolt 42 is adjusted, bolt 42 is adjusted across threaded hole and is connected to 4 upper surface of stringer.In adjusting template unit
When 51 height, bolt 42 is adjusted by screwing or unscrewing, changes and adjusts the length that bolt 42 stretches out threaded hole, to reach
The purpose for promoting or reducing by 51 height of modular unit, has the advantages that degree of regulation is high.Determine simultaneously in order to make to adjust bolt 42
U-shaped part 41 is more stable behind position, Auxiliary support is carried out in the two sides insertion wedge type block 43 for adjusting bolt 42 in U-shaped part 41, to protect
The stability of U-shaped part 41 is demonstrate,proved, wedge type block 43 is between U-shaped side wall of the part 41 far from its open end and stringer 4.
Referring to Fig.1, in casting concrete barricade, barricade plane caused by stringer 4 is due to deflection deformation in order to prevent is flat
A herringbone beam 44 is arranged every two stringers 4 in the bad problem of whole degree, and herringbone beam 44 is connect by strut beam 71 with stringer 4
For entirety, 44 bottom end of herringbone beam is fixed with modular unit 51 by U-shaped part 41, and upper end is welded and fixed with upper beam 3, lower end and anchor
Gu muscle 1 is welded and fixed.By the way that herringbone beam 44 is arranged, solves the problems, such as that 4 deflection deformation of stringer is excessive, improve the entirety of barricade
Quality.
Further, it will cause and set due to being set reinforcing rod in herringbone beam 44 in the position of setting herringbone beam 44
The position for setting reinforcing rod can not be connect by U-shaped part 41 with modular unit 51, in order to guarantee the overall stability of modular unit 51,
It adds bolt close to the position that U-shaped part 41 can not be arranged at 51 docking of modular unit to fix, locking assembly 53 and bolt are dual
It is fixed, to increase the stability of modular unit 51, keep the barricade effect for pouring completion more preferable.
In order to reduce the bubble of the wall surface poured, formwork cloth is pasted in the inner surface of modular unit 51, formwork cloth is logical
It crosses formwork cloth special glue to be pasted, by pasting formwork cloth in 51 inner surface of modular unit, the gas of wall surface can be reduced
Bubble, increases the density of concrete guard wall.
Work progress is as follows:
Before setting up exterior sheathing 5,8 support column 2 of concreting and top of the slope of the progress horizontal base of slope foot 9 is mixed first
Solidifying soil pours, and when pouring base and support base 81, anchor rib 1 is nuzzled in advance in base and support base 81.Support column 2 is placed
On support base 81, support base 81 is welded and fixed with anchor rib 1.After foundation base intension reaches requirement, by upper beam 3 along top of the slope
The setting of 8 length directions is welded and fixed on support column 2, and with 2 upper surface of support column.Stringer 4 and herringbone beam 44 are spaced setting,
It is respectively welded on corresponding 9 anchor rib 1 of slope foot, and welded with the upper beam 3 of corresponding position.Formwork cloth will be pasted with
Modular unit 51 be lifted on stringer 4 by the fixation of U-shaped part 41, so that adjacent modular unit 51 is spliced rib 52 and docked,
Then adjacent modular unit 51 is fixedly connected by locking assembly 53.Adjacent forms unit 51 is adjusted by adjusting bolt 42
Between flatness, adjustment complete after, to adjust 42 two sides of bolt squeeze into wedge type block 43.Then strut beam 71 is passed through into herringbone
Beam 44 rides upon on stringer 4.Chain block one end is connected into zipper 73, the connection of zipper 73 sockets ring 72, and the other end and setting exist
Earth anchor 82 on slope protection is connected and fixed, and is tensed chain block, is pushed against strut beam 71 on herringbone beam 44 and stringer 4.Installation is outer
The side template 6 at 5 both ends of template, and it is by mandril 61 that side template 6 is fixed.
Pour and guarantee that pouring quality, modular unit 51 are segmented progress in slope surface short transverse in order to facilitate concrete
Installation, installation can be height 1-2m for the first time, after barricade concreting completion, install next section of modular unit 51, will
Exterior sheathing 5 is increased along slope surface, then carries out pouring for next section of barricade；So circulation is constructed to top of the slope.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (9)
1. a kind of slope protection barricade builds formwork structure, slope protection barricade includes slope foot (9) and top of the slope (8), it is characterised in that: template knot
Structure includes anchor rib (1), support column (2), upper beam (3), more stringers (4), pressing device (7), exterior sheathing (5), side template
(6) and support base (81)；Multiple support bases (81) are arranged in top of the slope (8)；The anchor rib (1) is embedded in slope foot (9) respectively
In concrete base layer and top of the slope (8) support base (81), the support column (2) is arranged on support base (81), the support column (2)
It is welded and fixed with the anchor rib (1) being embedded on support base (81), the upper beam (3) is fixed at along slope protection length direction
On the support column (2) of top of the slope (8), the upper beam (3) and the upper surface of support column (2) are welded and fixed；The more stringers (4)
It is arranged along upper beam (3) spacing side by side, described stringer (4) one end is welded on upper beam (3), the anchor of the other end and slope foot (9)
Gu muscle (1) is welded and fixed；The exterior sheathing (5) is lifted below stringer (4), is formed and is poured between the exterior sheathing (5) and slope protection
Build the cavity of barricade；The side template (6) is arranged at exterior sheathing (5) both ends, and described side template (6) one end is abutted with slope protection, separately
One end is abutted with exterior sheathing (5)；The pressing device (7) is arranged at intervals on above stringer (4) along slope protection length of grade direction；It is described outer
Template (5) includes the modular unit (51) that muti-piece mutually splices, and the vertical stitching portion of the adjacent modular unit (51) is located at phase
Between adjacent stringer (4).
2. a kind of slope protection barricade according to claim 1 builds formwork structure, it is characterised in that: the pressing device (7)
Including strut beam (71), zipper (73) and the earth anchor (82) being arranged at slope foot (9), the strut beam (71) is arranged in stringer
(4) top, the both ends of strut beam (71) are respectively connected with zipper (73)；The other end of zipper (73) is socketed with earth anchor (82).
3. a kind of slope protection barricade according to claim 1 builds formwork structure, it is characterised in that: the modular unit (51)
Surrounding setting splicing rib (52), the adjacent splicing rib (52) are connected and fixed by locking assembly (53), the locking assembly
It (53) include sleeve (532), grafting screw rod (533), spring (534) and U-shaped fastener (535), described sleeve (532) one end is set
It is equipped with end cap (5321), the open end of sleeve is fixed on the splicing rib (52) of one piece of modular unit (51), two pieces of templates
Splicing rib (52) position corresponding with sleeve (532) that unit (51) mutually splices offers perforation；The grafting screw rod (533) is same
Axis is plugged in sleeve (532), and can be stretched out sleeve (532) and be worn two pieces of modular units after the perforation of two splicings rib (52)
(51) it connects；The circumferentially fixed setting of the grafting screw rod (533) limits disk (5331), and the limit disk (5331) is located at
Sleeve (532) is internal；The spring (534) is set in grafting screw rod (533) periphery and is located at sleeve (532) inside, the bullet
Spring (534) one end is connected in limit disk (5331), and the other end is connected to the end cap (5321) of sleeve (532) far from opening
On；After the U-shaped fastener (535) is buckled on the two splicing ribs (52) mutually spliced, two splicing ribs (52) are clamped.
4. a kind of slope protection barricade according to claim 3 builds formwork structure, it is characterised in that: the grafting screw rod
(533) an affixed fixture block (5332) on circumferential surface opens up on the end cap (5321) of the sleeve (532) and passes through for fixture block (5332)
Through slot (5333), after the grafting screw rod (533) rotation, fixture block (5332) card slot (5352) that is staggered can be made to be connected to end cap
(5321) outer surface.
5. a kind of slope protection barricade according to claim 1 to 2 builds formwork structure, it is characterised in that: every two institutes
It states stringer (4) and a herringbone beam (44) is set, described herringbone beam (44) one end is welded and fixed with upper beam (3), the other end and slope
Foot (9) anchor rib (1) is welded and fixed.
6. a kind of slope protection barricade according to claim 1 builds formwork structure, it is characterised in that: the modular unit (51)
Fixed by U-shaped part (41) with stringer (4), the U-shaped part (41) is buckled on stringer (4), the both ends of U-shaped part (41) and template list
First (51) are bolted；It is provided on the U-shaped part (41) and adjusts bolt (42), the U-shaped part (41) is far from its opening
It is offered on the side wall at end and adjusts bolt (42) compatible threaded hole, the adjusting bolt (42) is connected to across bolt hole
The upper surface of stringer (4).
7. a kind of slope protection barricade according to claim 6 builds formwork structure, it is characterised in that: the U-shaped part (41) in
Adjust bolt (42) two sides be provided with wedge type block (43), wedge type block (43) be located at U-shaped part (41) far from its open end side wall and
Between stringer (4).
8. a kind of slope protection barricade according to claim 5 builds formwork structure, it is characterised in that: the herringbone beam (44) and
It is connected between modular unit (51) by U-shaped part (41), adds and be bolted at modular unit (51) abutment joint, bolt connects
Connect the position added U-shaped part (41) can not be arranged close to herringbone beam (44) and modular unit (51).
9. a kind of slope protection barricade according to claim 1 builds formwork structure, it is characterised in that: the modular unit (51)
Inner surface pastes formwork cloth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920024724.8U CN209652949U (en) | 2019-01-05 | 2019-01-05 | A kind of slope protection barricade masonry formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920024724.8U CN209652949U (en) | 2019-01-05 | 2019-01-05 | A kind of slope protection barricade masonry formwork structure |
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| CN209652949U true CN209652949U (en) | 2019-11-19 |
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| CN201920024724.8U Expired - Fee Related CN209652949U (en) | 2019-01-05 | 2019-01-05 | A kind of slope protection barricade masonry formwork structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537606A (en) * | 2019-01-05 | 2019-03-29 | 北京京水建设集团有限公司 | A kind of slope protection barricade masonry formwork structure |
| CN111206602A (en) * | 2020-03-06 | 2020-05-29 | 中电建路桥集团有限公司 | Partially collapsed high slope lattice beam formwork system and construction method |
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2019
- 2019-01-05 CN CN201920024724.8U patent/CN209652949U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537606A (en) * | 2019-01-05 | 2019-03-29 | 北京京水建设集团有限公司 | A kind of slope protection barricade masonry formwork structure |
| CN109537606B (en) * | 2019-01-05 | 2024-01-23 | 北京京水建设集团有限公司 | Slope protection retaining wall masonry template structure |
| CN111206602A (en) * | 2020-03-06 | 2020-05-29 | 中电建路桥集团有限公司 | Partially collapsed high slope lattice beam formwork system and construction method |
| CN111206602B (en) * | 2020-03-06 | 2021-11-23 | 中电建路桥集团有限公司 | Partially collapsed high slope lattice beam formwork system and construction method |
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| 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: 20191119 Termination date: 20220105 |