CN206477585U - Tripod falsework - Google Patents
Tripod falsework Download PDFInfo
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- CN206477585U CN206477585U CN201720018065.8U CN201720018065U CN206477585U CN 206477585 U CN206477585 U CN 206477585U CN 201720018065 U CN201720018065 U CN 201720018065U CN 206477585 U CN206477585 U CN 206477585U
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Abstract
A kind of tripod falsework is disclosed in the utility model, include tripod, the side of the tripod is fixed in template, the tripod bottom is provided with the anchor system for securing it to and first pouring middle plate concrete, the anchor system includes the two groups of structure identical anchoring assemblies arranged along tripod bottom interval, the anchoring assembly includes the pre-buried U-shaped reinforcing bar U-shaped to the bending first poured in middle plate concrete and built-in fitting is fixed to the connector of tripod, the bottom of U-shaped reinforcing bar extends away from template with first pouring middle plate concrete upper surface Oblique 45 Degree to middle plate concrete top is first poured, the connector is through the bottom of U-shaped reinforcing bar and is fixed on tripod, it passes through the improvement of the anchor system to tripod bottom, falsework is allowd to bear larger thrust, suitable for the higher side wall of thickness pour use.
Description
Technical field
The utility model is related to a kind of unilateral supporting construction of building template, more particularly to a kind of tripod falsework.
Background technology
One side formwork is also mounted split pattern, single side wall moulding plate, refers to side formwork erecting structure during casting concrete.It is this
Structure is very common during the cut and cover tunneling of subway, and it mainly uses multiple triangle yokes arranged successively, branch
One piece of large form or some templates are supportted, to form the inner chamber of casting concrete, wall is formed after concrete initial set maintenance.
Existing one side formwork supporting construction, as Authorization Notice No. by CN202718677U utility model patent public affairs
The structure opened：It includes tripod, and one end connection steel form of tripod is set between tripod front outside and the tripod back side
Operating platform is equipped with, drag link bearing is provided between tripod inner bottom surface and the tripod back side, tripod outer bottom is connected with jackscrew
With universal wheel.In its technical scheme, by two jackscrews on tripod, it is responsible for for one bearing abutment wall lateral pressure, another use
In the perpendicularity of adjustment template.
But, during using large form, it is not enough that one side support bears abutment wall lateral pressure using jackscrew, in such case
Under, use is often the form formerly poured and built-in fitting is done in middle plate concrete.Such as Authorization Notice No. is CN203394052U reality
With the side wall formwork support structure disclosed in new patent, it in tripod bottom surface and template point of intersection by setting pre-buried spiral shell
Bolt, an adjusting screw therewith a distance away is set coordinating, and realizes the setting angle adjustment of template.
But, the material of pre-embedded bolt is generally fragile material, and in order to easy to connect, is provided with screw thread again thereon,
When the side wall thicknesses poured are larger, the concrete poured can give template the one larger thrust away from side wall, this thrust meeting
Directly contribute pre-embedded bolt bending by a small margin in addition fracture, thus, this anchor system be not suitable for when in use thickness compared with
The shuttering supporting that big side wall is poured.
Utility model content
The purpose of this utility model is to provide a kind of tripod falsework, and it passes through the anchoring system to tripod bottom
The improvement of system so that falsework can bear larger thrust, it is adaptable to which the larger side wall of thickness is used in pouring.
Above-mentioned purpose of the present utility model technical scheme is that：A kind of tripod falsework,
Include tripod, the side of the tripod is fixed in template, the tripod bottom, which is provided with to secure it to, first pours
The anchor system of middle plate concrete, the anchor system includes the two groups of structure identical anchoring groups arranged along tripod bottom interval
Part, the anchoring assembly includes the pre-buried U-shaped reinforcing bar U-shaped to the bending first poured in middle plate concrete and built-in fitting is fixed into three
The connector of corner bracket, the bottom of U-shaped reinforcing bar is away from template and first pours middle plate concrete upper surface Oblique 45 Degree to first pouring above middle plate concrete
Extension, the connector is through the bottom of U-shaped reinforcing bar and is fixed on tripod.
By using above-mentioned technical proposal, reinforcing bar is bent into U-shaped, and oblique pre- be embedded in its two ends is first poured in middle plate concrete,
Then bear template transmission thrust for reinforcing bar, it needs out screw thread to realize connection, and reinforcing bar unlike pre-embedded bolt
Material possesses preferable toughness in itself, therefore, replaces pre-embedded bolt to lift the intensity of single anchoring assembly with it；Meanwhile,
Poured to be suitable for the larger side wall of thickness, the fastener inserts in anchor system there are two groups, and along tripod bottom interval cloth
Put, so that two groups of fastener inserts bear the thrust that side wall is passed over simultaneously so that the support of template is relatively reliable.
Further, the curb girder and anchor system that the tripod is included for fixed form are fixed and perpendicular to curb girder
Bottom girder, and connection and the diagonal brace between curb girder and bottom girder, the diagonal brace at least two and with horizontal direction be in 45 degree,
U-shaped reinforcing bar is fixed on every diagonal brace by the connector.
By using above-mentioned technical proposal, the effect of diagonal brace has two：One is the fixed position as connector；Two be with
Curb girder and bottom girder form triangle rock-steady structure together.When two diagonal braces, one 45 degree of oblique angles are fixed between bottom girder and curb girder,
Just bearing of trend of the direction perpendicular to U-shaped reinforcing bar of diagonal brace is ensured, so that connector can easily connect U-shaped reinforcing bar
To diagonal brace.
Further, the connector includes a Two bors d's oeuveres steel plate, and the Two bors d's oeuveres steel plate includes two blocks of steel plates be arrangeding in parallel,
Be welded with outside connecting rod between two steel plates, the bottom of U-shaped reinforcing bar stretch between two steel plates and penetrated in U-shaped reinforcing bar bottom by wearing and
The connecting screw rod of two steel plates is fixed on Two bors d's oeuveres steel plate, and outside connecting rod is locked through diagonal brace and by bolt-nut.
By using above-mentioned technical proposal, the bottom of Two bors d's oeuveres steel plate is fixed by connecting bolt with U-shaped reinforcing bar, by outer
Connecting rod is fixed to diagonal brace, and the connection of U-shaped reinforcing bar is more reliable.
Preferably, a Two bors d's oeuveres channel-section steel press beam, the Two bors d's oeuveres groove are additionally provided between the bottom surface of the bolt-nut and diagonal brace
Steel press beam includes two opposite channel-section steels of opening and the connecting plate being fixedly welded between two channel-section steels, when the Two bors d's oeuveres channel-section steel press beam
When being fixed between the bottom surface of bolt-nut and diagonal brace, two sides of each channel-section steel contradict the following table of bolt-nut respectively
Face and the upper surface of diagonal brace, the outside connecting rod pass through connecting plate.
By using above-mentioned technical proposal, the setting of Two bors d's oeuveres channel-section steel press beam so that bolt-nut first contacts Two bors d's oeuveres channel-section steel pressure
The upper surface of beam, then contradicts diagonal brace by the lower surface of Two bors d's oeuveres channel-section steel press beam, so increases between bolt-nut and cant beam
Contact area, so that the power of outside connecting rod is more uniformly transferred on diagonal brace by bolt-nut.
Preferably, between being additionally provided between the bolt-nut and Two bors d's oeuveres channel-section steel press beam between not less than two channel-section steels of diameter
Away from pad.
By using above-mentioned technical proposal, the setting of pad can increase the upper surface of bolt-nut and Two bors d's oeuveres channel-section steel press beam
Contact area, integrally-built accept uniformity to increase.
Preferably, fine setting silk support is additionally provided with the bottom girder in the end away from curb girder.
By using above-mentioned technical proposal, fine setting silk support can be finely adjusted to the levelness of bottom girder, so that bottom girder
Levelness is more preferable.
In summary, the utility model has the advantages that：Reinforcing bar is bent into U-shaped and its two ends are oblique pre-buried
In first pouring in middle plate concrete, then bear template transmission thrust for reinforcing bar, it needed out unlike pre-embedded bolt screw thread so as to
Connection is realized, and bar material possesses preferable toughness in itself, therefore, replaces pre-embedded bolt to lift single anchoring group with it
The intensity of part；Meanwhile, poured to be suitable for the larger side wall of thickness, the fastener inserts in anchor system there are two groups, and along three
Corner bracket bottom interval is arranged, so that two groups of fastener inserts bear the thrust that side wall is passed over simultaneously so that the support of template
It is relatively reliable.
Brief description of the drawings
Fig. 1 is the mounting structure figure of tripod template system；
Fig. 2 is the mounting structure schematic diagram of tripod template system；
Fig. 3 is another multi-angled view of tripod template system；
Fig. 4 is the detonation configuration view of tripod template system；
Fig. 5 is the A portions enlarged drawing of Fig. 3 for display supporting structure；
Fig. 6 is the part-structure view of anchor system；
Fig. 7 is a few word beam connection pawls and eave tile and groove profile back cord and the attachment structure view of a few word beams；
Fig. 8 is to be particularly shown the C portions enlarged drawing for Fig. 7 that a few word beams connection pawl structures are done；
Fig. 9 is a few word beam connection pawls and eave tile and groove profile back cord and the cooperation schematic diagram of the attachment structure of a few word beams；
Figure 10 is the Fig. 3 done for the tenon of display bamboo slab rubber with tenon groove structure B portions enlarged drawing.
In figure, 1, tripod；10th, curb girder；11st, bottom girder；12nd, diagonal brace；13rd, cross bar；2nd, groove profile back cord；20th, upper channel-section steel；
21st, lower channel-section steel；22nd, connecting bolt；3rd, a few word beams；30th, clod wash steel plate；31st, the lumps of wood；4th, bamboo slab rubber；40th, tenon；41st, tongue-and-groove；
42nd, positioning hole；5th, a few word beam connection pawls；50th, upper claw；51st, lower claw；52nd, location-plate；53rd, bar portion；54th, folded plate；540th,
One plate body；541st, the second plate body；542nd, the 3rd plate body；543rd, bolt；6th, eave tile；60th, L-type hooks plate；61st, connecting plate；62nd, bar
Head；63rd, outer drawing screw rod；64th, nut；7th, support；70th, the first stull；71st, the second stull；72nd, tiltedly drape over one's shoulders；73rd, pull bar；8th, cover
Pipe；80th, the first pipeline section；81st, the second pipeline section；9th, anchor system；90th, U-shaped reinforcing bar；91st, connector；910th, Two bors d's oeuveres steel plate；911、
Outside connecting rod；912nd, connecting screw rod；913rd, bolt-nut；92nd, Two bors d's oeuveres channel-section steel press beam；920th, channel-section steel；921st, connecting plate；93rd, pad；
94th, silk support is finely tuned；100th, middle plate concrete is first poured.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
A kind of tripod template system, as shown in Figures 1 and 2, includes multiple tripods 1, it is fixedly supported to elder generation
Pour on plate concrete 100, tripod include vertical direction set curb girder 10 and horizontally arranged bottom girder 11, curb girder 10 with
45 degree of cant beam is fixed with two diagonal braces 12 between bottom girder 11, for forming an isosceles right angle three together with curb girder 10 and bottom girder 11
It is angular, Stability Analysis of Structures.A cross bar 13 is being horizontally disposed between the cant beam 12 farther out of curb girder 10 and curb girder 10, with more steady
Solid support tripod 1.
Many groove profile back cords 2 are fixed between multiple tripods 1 jointly, the quantity of groove profile back cord 2 depends on template system
In template size and the area of side wall to be poured.Groove profile back cord 2 is horizontally disposed with, and separation is equidistantly fixed on curb girder
At 10 different height, many a few word beams 3 are vertically fixed on the one side of tripod 1 on groove profile back cord 2, are carried on the back with groove profile
Stupefied 2 quantity is the same, and the quantity of a few word beams 3 also depends on the size of template system template and the area of side wall to be poured.It is several
Fixed on word beam 3 on the one side of groove profile back cord 2 in bamboo slab rubber 4, this programme, bamboo slab rubber 4 is the template in template system.
Bamboo slab rubber 4 is clenched to a few word beams 3 by steel nail, herein using a few word beams 3, and purpose is made also for cooperation using bamboo slab rubber 4
For the structure of template.Bamboo slab rubber 4 is fixed in vertical state by a few word beams 3, as long as tripod 1 is fixed with first pouring middle plate concrete 100,
And keep spacing between bamboo slab rubber 4 and the face being molded to be exactly the thickness of side wall to be poured, you can carry out concreting
To form side wall.
As shown in Figure 2, tripod 1 is fixed by anchor system 9 with first pouring middle plate concrete 100, also, in order to adapt to
The need for the larger side wall of thickness is poured, carried out in anchor system using two groups along 11 spaced apart two groups of anchoring assemblies of bottom girder
The positioning of tripod 1, and concrete is to the thrust of tripod 1 when bearing to pour side wall jointly, and for bamboo slab rubber 4 around its bottom
The torque of side upset.
The structure all same of two anchoring assemblies, one is arranged in the lower section of curb girder 10, with the corner location of tripod 1
Fixed bamboo slab rubber 4, another group of anchoring assembly is then arranged at the position of the other end of bottom girder 11.Outside both lines,
Fine setting silk support 94 is additionally provided with, its structure is a small-sized feed screw nut, rotates fine setting silk support 94, bottom girder 11 can be driven to exist
A less angle is swung in vertical guide, to adjust the levelness of bottom girder 11.
By taking one of which anchoring assembly as an example, it includes：It is pre-buried to the U-shaped reinforcing bar 90 first poured in middle plate concrete 100, reinforcing bar 90
It is molded using the bar bending of 28 commercially available mm dias, two side wall Oblique 45 Degree and U-shaped bottom is fixed obliquely,
Formerly to pour one ring tab shape structure of formation on middle plate concrete 100.
Reference picture 6, the oblique of U-shaped reinforcing bar 90 makes it just vertical with cant beam 12, passes through between cant beam 12 and U-shaped reinforcing bar 90
Connector 91 is connected.Specifically, connector 91 includes a Two bors d's oeuveres steel plate 910, and it is parallel to each other welding by two blocks of steel plates
Formed, relevant position, which is offered, on two blocks of steel plates wears a connecting bolt 912 in hole, hole, for exposing U-shaped reinforcing bar 90
The part and Two bors d's oeuveres steel plate 910 for first pouring middle plate concrete 100 are fixed, and one end on Two bors d's oeuveres steel plate 910 close to cant beam 12 is welded with one
It is threaded and is extended to through the gap on cant beam 12 on outside connecting rod 911, outside connecting rod 911, outside connecting rod 911 passes through cant beam
12 parts exposed are fixed with bolt-nut 913.
As shown in Figure 6, in order to increase the conflict area between bolt-nut 913 and cant beam 12, so that outside connecting rod 911
Tightening force is more balanced, and increase has Two bors d's oeuveres channel-section steel press beam 92 and pad 93, Two bors d's oeuveres channel-section steel pressure between nut 913 and cant beam 12
Beam 92 is put back-to-back by two blocks of channel-section steels 920, centre is welded and fixed into connecting plate 921, and the side wall of two channel-section steels 920 is butted on respectively
The upper surface of cant beam 12 and the lower surface of pad 93, the width of pad 93 are more than the width of connecting plate 921, so that pad 93 can be with
Between two channel-section steels 920, further to increase the contact area between bolt-nut 913 and Two bors d's oeuveres channel-section steel press beam 92.
As shown in Figures 7 and 8, fixed between the curb girder 10 and groove profile back cord 2 of tripod 1 by eave tile 6, groove profile back cord
2 connect pawl 5 by a few word beams fixes with a few word beams 3.As shown in Figure 9, supported the use between eave tile 6 and a few word beams connection pawl 5,
To connect tripod 1 and a few word beams 3 by groove profile back cord 2.Specifically, as depicted in figure 7 and figure 9, groove profile back cord 2 includes opening
Mouth upper channel-section steel 20 upward, downward opening lower channel-section steel 21 and wear the connection for forming whole groove profile back cord 2 therebetween
Connecting bolt 22 on bolt 22, every groove profile back cord 2 has multiple, with channel-section steel 20 in reliable fixation and lower channel-section steel 21.
With reference to Fig. 7 and Fig. 9, eave tile 6 includes L-type and hooks plate 60, the madial wall of the upper channel-section steel 20 of one block plate body laminating, another piece
Side plate thickness of the plate body along upper channel-section steel 20 is set；Eave tile 6 also includes hooking the connecting plate 61 that plate 60 extends straight down, L-type from L-type
Hook plate 60 and connecting plate 61 integrally formed or be welded to each other fixation, the one side of the lower end of connecting plate 61 close to groove profile back cord 2
It is welded with head 62, the direction extension of the dorsad groove profile back cord 2 of head 62 is formed with outer drawing screw rod 63, head 62 and outer drawing spiral shell
Bar 63 is one whole hexagon-headed bolt, is located on connecting plate 61, and be welded and fixed therewith.Outer drawing screw rod 63 passes through curb girder 10
And be strained and fixed by nut 64.In order to ensure the fixed relationship of eave tile 6 and groove profile back cord 2, the lower end of connecting plate 61 should surpass
The bottom of channel-section steel 20 is crossed, so that have when L-type is hooked and swung in the groove that plate 60 and connecting plate 61 are collectively forming can for groove profile back cord 2
That leans on is spacing, is arranged in the amplitude of oscillation excessive.
With reference to Fig. 8 and Fig. 9, a few word beams connection pawls 5 include the integrally formed upper claw 50 of remains, lower claw 51 and both
Between location-plate 52, upper claw 50 and lower claw 51 be symmetrical relative to location-plate 52, and both hook respectively leans on channel-section steel 20
Close to the side wall of a few word beams 3 on the side wall and lower channel-section steel 21 of nearly a few word beams 3.Connecting plate 52 hooks in two claws and closes fixed be followed by
Closely and vertical state, it is installed with bar portion 53 in center, and it can use polished rod or threaded rod.
As shown in figs. 4 and 7, a few word beams 3 include clod wash steel plate 30, and its shape is similar to "Ji" type, inside it
The lumps of wood 31 is embedded with, bamboo slab rubber 4 is fixed by steel nail with the lumps of wood 31.
In order to which upper claw 50, lower claw 51 are fixed on a few word beams 3, folded plate 54 is fixed with the side wall of a few word beams 3, its
Including fixed with the side wall of a few word beams 3 bolt 543, be bolted 543 be fixed to the first plate body 540 on a few word beams 3, with
Second plate body 541 of the side surface direction extension of the vertical dorsad a few word beams 3 of the first plate body 540, and it is vertical with the second plate body 541 simultaneously
The 3rd plate body 542 extended towards the direction of groove profile back cord 2, the integral bending and molding of three pieces of plate bodys.Offered on second plate body 541
Passed through for bar portion 53 and fixed hole, folded plate 54 is fixed to the side of a few word beams 3, bar portion 53 through its second plate body 541 after
Folded plate 54 is fixed, so as to realize the fixation of a few word beam connection pawls 5 and a few word beams 3.In order to prevent bar portion 53 from tilting, bolt 543 is certainly
The side of a few word beams 3 extends in the top of bar portion 53, is swung up with blocking it.
With reference to Fig. 4 and Figure 10, bamboo slab rubber 4 is spliced to form using polylith bamboo slab rubber, joggle between adjacent bamboo slab rubber 4, tool
Body is for, and four sides of one piece of bamboo slab rubber 4 are arranged alternately tenon 40 and tongue-and-groove 41, with the tongue-and-groove 41 on adjacent bamboo slab rubber 4 and
The joggle of tenon 40, gap is excessive between preventing the bamboo slab rubber 4 of splicing, the side wall after initial set is had seamed edge.Certainly, tenon 40 and tenon
Groove 41 does not play fixation herein, and the fixation of bamboo slab rubber 4 relies primarily on its steel nail between a few word beams 3, its mesh spliced
Mainly prevent docking from causing to there is gap between two pieces of bamboo slab rubbers 4.The bamboo slab rubber 4 of splicing, can after locally occurring breakage
To carry out partial disassembly and replacing.
With reference to Fig. 3 and Fig. 4, a positioning hole, the positioning hole are being opened up on one piece of bamboo slab rubber 4 of template system upper end
Sleeve pipe 8 is inside worn, and after sleeve pipe 8 is fixed, after the completion of template system is built, the end of pumping concrete pipe may be inserted into sleeve pipe 8
It is fixed, the process of operating platform is set up in the upper end of tripod 1 so as to save.
Sleeve pipe 8 includes the first pipeline section 80 and the second pipeline section 81 for being mutually obtuse angle setting, and both consolidate according to the angle in Fig. 4
It is fixed so that the opening of the first pipeline section 80 obliquely, the opening level of approximation of the second pipeline section 81.
Sleeve pipe 8 is fixed by support 7.As shown in Figure 5, support 7 specifically includes first be fixed on tripod 1
Stull 70, the second stull 71 being fixed on a few word beams 3, it is located in the first stull 70 and is fixed to obliquely on bamboo slab rubber 4
Pull bar 73, and be located in the first stull 70 and be fixed to obliquely on bamboo slab rubber 4 and tiltedly drape over one's shoulders 72, the closing of sleeve pipe 8 with
First stull 70, the second stull 71, pull bar 73 and tiltedly drape over one's shoulders 72 and be welded and fixed in the position of contact, so that the first pipe of sleeve pipe 8
Section 80 is reliably fixed on support 7.
This specific embodiment is only to explain of the present utility model, and it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected in right of the present utility model by Patent Law.
Claims (6)
1. a kind of tripod falsework (7), includes tripod, the side of the tripod is fixed in template, described three
Corner bracket bottom, which is provided with, secures it to the anchor system (9) for first pouring middle plate concrete, it is characterized in that：The anchor system (9) includes
The two groups of structure identical anchoring assemblies arranged along tripod bottom interval, the anchoring assembly includes pre-buried to first pouring middle plate concrete
The U-shaped U-shaped reinforcing bar (90) of interior bending and the connector (91) that built-in fitting is fixed to tripod, U-shaped reinforcing bar (90)
Bottom is passed through away from template with first pouring middle plate concrete upper surface Oblique 45 Degree to extension above middle plate concrete, the connector (91) is first poured
The bottom of U-shaped reinforcing bar (90) is simultaneously fixed on tripod.
2. tripod falsework (7) according to claim 1, it is characterized in that：The tripod includes being used for stent
It is the curb girder (10) of plate, fixed and perpendicular to the bottom girder (11) of curb girder (10) with anchor system (9), and connection and curb girder (10) and
Diagonal brace (12) between bottom girder (11), the diagonal brace (12) at least two and with horizontal direction be in 45 degree, the connector
(91) U-shaped reinforcing bar (90) is fixed on every diagonal brace (12).
3. tripod falsework (7) according to claim 2, it is characterized in that：The connector (91) includes a Two bors d's oeuveres
Steel plate (910), the Two bors d's oeuveres steel plate (910) includes being welded with outside connecting rod between two blocks of steel plates be arrangeding in parallel, two steel plates
(911), the bottom of U-shaped reinforcing bar (90) is stretched between two steel plates and by wearing the connection penetrated in U-shaped reinforcing bar (90) bottom and two steel plates
Screw rod (912) is fixed on Two bors d's oeuveres steel plate (910), and outside connecting rod (911) is locked through diagonal brace (12) and by bolt-nut (913)
Tightly.
4. tripod falsework (7) according to claim 3, it is characterized in that：The bottom of the bolt-nut (913) (64)
Two bors d's oeuveres channel-section steel (920) press beam (92) is additionally provided between face and diagonal brace (12), Two bors d's oeuveres channel-section steel (920) press beam (92) includes
Two opposite channel-section steels (920) of opening and the connecting plate (921) being fixedly welded between two channel-section steels (920), when the Two bors d's oeuveres groove
When steel (920) press beam (92) is fixed between the bottom surface of bolt-nut (913) (64) and diagonal brace (12), each channel-section steel
(920) two sides contradict the lower surface of bolt-nut (913) and the upper surface of diagonal brace (12), the outside connecting rod respectively
(911) connecting plate (921) is passed through.
5. tripod falsework (7) according to claim 4, it is characterized in that：The bolt-nut (913) (64) with it is double
The pad (93) that diameter is not less than spacing between two channel-section steels (920) is additionally provided between spelling channel-section steel (920) press beam (92).
6. tripod falsework (7) according to claim 2, it is characterized in that：Away from curb girder on the bottom girder (11)
(10) end is additionally provided with fine setting silk support (94).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720018065.8U CN206477585U (en) | 2017-01-07 | 2017-01-07 | Tripod falsework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720018065.8U CN206477585U (en) | 2017-01-07 | 2017-01-07 | Tripod falsework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206477585U true CN206477585U (en) | 2017-09-08 |
Family
ID=59751378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720018065.8U Expired - Fee Related CN206477585U (en) | 2017-01-07 | 2017-01-07 | Tripod falsework |
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| Country | Link |
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| CN (1) | CN206477585U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108533290A (en) * | 2018-05-31 | 2018-09-14 | 中铁隧道局集团有限公司 | Silicon walks the light-duty lateral wall formwork jumbo of formula |
| CN108532440A (en) * | 2018-03-21 | 2018-09-14 | 武汉二航路桥特种工程有限责任公司 | A kind of construction method of double curvature arched bridge arch fill |
| CN110453915A (en) * | 2019-09-05 | 2019-11-15 | 三一筑工科技有限公司 | The template tooling and its application method of superposed column Cast-in-Situ Segment |
| CN110645021A (en) * | 2019-10-21 | 2020-01-03 | 江苏速捷模架科技有限公司 | Concrete structure wall body unilateral template structure |
| CN111706077A (en) * | 2020-06-24 | 2020-09-25 | 中铁十六局集团北京轨道交通工程建设有限公司 | Assembled side wall template system |
| CN113958342A (en) * | 2021-10-18 | 2022-01-21 | 中铁十四局集团建筑工程有限公司 | Secondary lining formwork support for side wall of highway tunnel, structure and using method |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532440A (en) * | 2018-03-21 | 2018-09-14 | 武汉二航路桥特种工程有限责任公司 | A kind of construction method of double curvature arched bridge arch fill |
| CN108533290A (en) * | 2018-05-31 | 2018-09-14 | 中铁隧道局集团有限公司 | Silicon walks the light-duty lateral wall formwork jumbo of formula |
| CN108533290B (en) * | 2018-05-31 | 2022-11-22 | 中铁隧道局集团有限公司 | \36332mmlight single-side wall formwork trolley |
| CN110453915A (en) * | 2019-09-05 | 2019-11-15 | 三一筑工科技有限公司 | The template tooling and its application method of superposed column Cast-in-Situ Segment |
| CN110645021A (en) * | 2019-10-21 | 2020-01-03 | 江苏速捷模架科技有限公司 | Concrete structure wall body unilateral template structure |
| CN111706077A (en) * | 2020-06-24 | 2020-09-25 | 中铁十六局集团北京轨道交通工程建设有限公司 | Assembled side wall template system |
| CN113958342A (en) * | 2021-10-18 | 2022-01-21 | 中铁十四局集团建筑工程有限公司 | Secondary lining formwork support for side wall of highway tunnel, structure and using method |
| CN113958342B (en) * | 2021-10-18 | 2024-05-10 | 中铁十四局集团建筑工程有限公司 | Expressway tunnel side wall secondary lining template support, structure and use method |
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Granted publication date: 20170908 Termination date: 20220107 |