CN109853396A - The mobile sizing mould bases of abutment construction - Google Patents
The mobile sizing mould bases of abutment construction Download PDFInfo
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- CN109853396A CN109853396A CN201910249483.1A CN201910249483A CN109853396A CN 109853396 A CN109853396 A CN 109853396A CN 201910249483 A CN201910249483 A CN 201910249483A CN 109853396 A CN109853396 A CN 109853396A
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- side mode
- rectangular frame
- mode frame
- frame ontology
- abutment
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Abstract
The invention discloses a kind of abutments to construct with mobile sizing mould bases, including side mode frame, position in the side mode frame close to its two sides is tiltedly installed with an inner template respectively, two inner templates are arranged along the length direction of the side mode frame, a Side Template is respectively arranged at the both ends of two inner templates, abutment casting space is surrounded between two Side Templates and two inner templates, the lower end of side mode frame two sides is provided with idler wheel, which can be moved forward and backward along the track being arranged in below the side mode frame；It further include the connecting screw being arranged between the side mode frame and the inner template, one end of the connecting screw is connect with the inner template, and the other end is connect with the side mode frame.The whole structural stability of this programme is good, ensure that the quality of abutment after construction, is significantly improved using the construction efficiency of abutment after this programme, effectively reduce security risk while save the cost.
Description
Technical field
The present invention relates to abutment technical field of construction, and in particular to a kind of mobile sizing mould bases of abutment construction.
Background technique
The abutment of corrugated steel pipe bridge is made of armored concrete, and current tradition is carried out using falsework gang form method
Construction, holder combination template have the following problems: 1, working procedure is more complex, and scene needs hanging device to cooperate, and personnel throw
It is larger to enter amount, the material turnaround time is long, and construction period is slow, and foundation pit exposure duration is longer, and there are biggish security risks；2, it uses
The molding of holder combination template primary concreting is more difficult, need to be layered and repeatedly pour, seam need to be arranged by treatment of construction joints to be connect
Stubble reinforcing bar, is unfavorable for cost control, and additionally increase working procedure；3, holder combination template overall stability is poor, abutment coagulation
Before soil pours, to prevent template from shifting and faulting of slab ends occur, it need to disposably put into a large amount of reinforcing bars and be reinforced, waste of material is larger；
4, form assembly assembly seam crossing is easy to appear fissure of displacement phenomenon in concreting process, is unfavorable for the control of degree of plainness for wall surface
System；Reinforced steel and Screw arbor with nut at both-ends connector are exposed, and presentation quality is poor.And corrugated steel pipe abutment construction requirement is higher, such as abutment
Linear requirement, appearance requirement, timing node requirement etc. are higher.Therefore in order to avoid the above problem, it is badly in need of a kind of satisfaction
The sizing mould bases of corrugated steel pipe abutment construction requirements.
Summary of the invention
For presently, there are the technical issues of, the present invention, which provides one kind, can effectively control abutment construction quality, while energy
Enough reduce the mobile sizing mould bases of abutment construction of construction safety risk.
In order to achieve the above-mentioned object of the invention, the present invention provides following technical schemes:
A kind of construction of abutment mobile sizing mould bases, including side mode frame, close to the position of its two sides in the side mode frame
It is tiltedly installed with an inner template respectively, two inner templates are arranged along the length direction of the side mode frame, at two
The both ends of the inner template are respectively arranged with a Side Template, surround abutment between two Side Templates and two inner templates
Casting space is provided with idler wheel in the lower end of side mode frame two sides, which can be along setting under the side mode frame
The track of side is moved forward and backward；
Further include the connecting screw being arranged between the side mode frame and the inner template, one end of the connecting screw with
The inner template connection, the other end are connect with the side mode frame.
By adopting the above technical scheme, two Side Templates are bolted with two inner templates, and two inner templates are opposite to incline
Abutment casting area tiltedly is surrounded with two Side Templates after setting, is connected inner template and side mode frame by connecting screw,
After one section of abutment has been constructed, idler wheel is moved forward along track, and side mode frame and inner template and Side Template is driven to enter next section
Construction area.The whole structural stability of this programme is good, ensure that the quality of abutment after construction, is applied using abutment after this programme
Work efficiency rate significantly improves, and effectively reduces security risk while save the cost.
Preferably, the side mode frame includes rectangular frame ontology, the lower end of the rectangular frame ontology is open, described
It is provided with the first trunnion on the stringer of rectangular frame ontology two sides, connecting hole, the idler wheel setting are provided on first trunnion
In the stringer lower end of the rectangular frame ontology.
Preferably, further including the supporting beam for being inclined at rectangular frame ontology two sides, the upper end of the supporting beam
It is connect with the top beam of the rectangular frame ontology, lower end is connect with the stringer lower end of the rectangular frame ontology, and described
The connecting rod of different length, one end of the connecting rod and institute are also distributed between supporting beam and the stringer of the rectangular frame ontology
The stringer connection of rectangular frame ontology is stated, the other end is connect with the supporting beam.
So set, passing through the setting of supporting beam and connecting rod, integrally-built stability is effectively increased.
Preferably, the inner template includes rectangular steel plates, the close rectangular frame on the lateral surface of the rectangular steel plates
It is provided with the second trunnion at the position of the stringer of ontology, connecting hole, one end of the connecting screw are provided on second trunnion
It is connected in the connecting hole of first trunnion, the other end is connected in the connecting hole of second trunnion.
Preferably, further including several lifting hooks, which is arranged on the top beam of the rectangular frame ontology
At the position at its both ends, the upper end of the lifting hook is connect with the top beam of the rectangular frame ontology, and lower end can
It protrudes into the connecting hole of second trunnion.
So set, connected inner template and side mode frame by lifting hook, it is whole in movement forward
Structure is more firm, and reduces the friction with ground, improves efficiency.
Preferably, being provided with vibrator mounting base on the lateral surface of the inner template.
So set, installing vibrator when construction in vibrator mounting base, the different construction stages are using different location
Vibrator vibrates, and effectively reduces artificial intensity, while ensure that construction quality.
Compared with prior art, beneficial effects of the present invention: technical solution of the present invention overall stability is good, facilitates entirety
It is mobile, construction efficiency is effectively increased, the construction quality of abutment after construction is ensure that, is effectively reduced while save the cost
Security risk in construction.
Detailed description of the invention:
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the main view of Fig. 1；
Fig. 3 is the structural schematic diagram of the side mode frame in Fig. 1；
Fig. 4 is the structural schematic diagram of the inner template in Fig. 1.
Specific embodiment
Below with reference to test example and specific embodiment, the present invention is described in further detail.But this should not be understood
It is all that this is belonged to based on the technology that the content of present invention is realized for the scope of the above subject matter of the present invention is limited to the following embodiments
The range of invention.
As the attached abutment construction shown in Fig. 4 of attached drawing 1- includes with mobile sizing mould bases, including side mode frame 1, side mode frame 1
The lower end of rectangular frame ontology 11, the rectangular frame ontology 11 is open, and the two sides of rectangular frame ontology 11 have respectively corresponded three
Stringer 16 corresponds to and is provided with three top beams 15 at the upper end position of the stringer 16.Stringer is corresponded in 11 two sides of rectangular frame ontology
16 be tiltedly installed with supporting beam 13 at the position of top beam 15, the upper end of the supporting beam 13 and the top beam 15 of rectangular frame ontology 11
Connection, lower end connect with 16 lower end of stringer of rectangular frame ontology 11, and indulging in supporting beam 13 and rectangular frame ontology 11
The connecting rod 17 of different length is also distributed between beam 16, one end of the connecting rod 17 and the stringer 16 of rectangular frame ontology 11 connect
It connects, the other end is connect with supporting beam 13.It is also arranged in a crossed manner between two top beams 15 to have two in order to improve overall structure stability
Root support rod 14.
Position in side mode frame 1 close to its two sides is tiltedly installed with an inner template 2 respectively, two inner templates 2
Tilt angle is depending on bridge abutment structure, and two inner templates 2 are arranged along the length direction of side mode frame 1, the width of side mode frame 1
Degree is greater than the maximum distance between two inner templates 2, is connected respectively by connecting screw 5 between two inner templates 2 and side mode frame 1
It connects, a Side Template 3 has been bolted respectively at the both ends of two inner templates 2, Side Template 3 is ladder of the lateral surface with rib
Shape steel plate surrounds abutment casting space between two Side Templates 3 and two inner templates 2, the stringer 16 in 1 two sides of side mode frame
Lower end is provided with idler wheel 6, which can be moved forward and backward along the track 7 being arranged in below side mode frame 1, the channel steel system of track 7
At.Meanwhile the random movement of side mode frame 1 in work progress is avoided, limited post is provided on track 7 and is limited, and is needed
Remove the limited post when forward movement.
The first trunnion 12 is provided on the stringer 16 of 11 two sides of rectangular frame ontology, the company of being provided on first trunnion 12
Hole is connect, there are two the first trunnions 12, two the first trunnions 12 to be distributed along the vertical direction for setting on each stringer 16.
Can be seen that inner template 2 from Fig. 4 combination Fig. 1 includes the rectangular steel plates 21 with rib on lateral surface, the rectangular steel plates
Setting is corresponded at the position of each stringer 16 of rectangular frame ontology 11 on 21 lateral surface there are two the second trunnion 22, this
Connecting hole is provided on two trunnions 22, two the second trunnions 22 are distributed along the vertical direction, each second trunnion 22 is one corresponding
First trunnion 12.Connecting screw 5 is set between corresponding first trunnion 12 and the second trunnion 22, and one end of connecting screw 5 connects
It connects in the connecting hole of the first trunnion 12, the other end is connected in the connecting hole of the second trunnion 22.In the outside of rectangular steel plates 21
It is additionally provided with several vibrator mounting bases 23 on face, vibrator is mounted in vibrator mounting base 23 in use process.
Position on each top beam 15 of rectangular frame ontology 11 close to its both ends is respectively arranged with a promotion and hangs
Hook 4, the upper end of lifting hook 4 are connect with the fixing seat on the top beam 15 that rectangular frame ontology 11 is arranged in, and lower end can stretch
In the connecting hole for entering the second trunnion 22.Connecting screw 5 is connected in the connecting hole of the second trunnion 22 when normal construction, when need
When integrally moving forward, the connecting screw 5 in this corresponding 22 connecting hole of the second trunnion of lifting hook 4 is taken out, will be promoted
The lower end of suspension hook 4 is connected with second trunnion 22.
Meanwhile the technical program is connected when constructing the first stage there are two Side Template 3, the subsequent construction stage only needs one
Side Template 3.
Claims (6)
1. a kind of mobile sizing mould bases of abutment construction, it is characterised in that: including side mode frame (1), leaned in the side mode frame (1)
The position of its nearly two sides is tiltedly installed with an inner template (2) respectively, and two inner templates (2) are along the side mode frame
(1) length direction setting, is respectively arranged with a Side Template (3), two end moulds at the both ends of two inner templates (2)
Abutment casting space is surrounded between plate (3) and two inner templates (2), is arranged in the lower end of side mode frame (1) two sides
There are idler wheel (6), which can be moved forward and backward along the track (7) being arranged below the side mode frame (1)；
It further include the connecting screw (5) being arranged between the side mode frame (1) and the inner template (2), the connecting screw (5)
One end connect with the inner template (2), the other end is connect with the side mode frame (1).
2. the mobile sizing mould bases of abutment construction according to claim 1, it is characterised in that: side mode frame (1) packet
Rectangular frame ontology (11) are included, the lower end of the rectangular frame ontology (11) is open, in rectangular frame ontology (11) two sides
It is provided with the first trunnion (12) on stringer (16), connecting hole is provided on first trunnion (12), the idler wheel (6) is arranged at this
Stringer (16) lower end of rectangular frame ontology (11).
3. the mobile sizing mould bases of abutment construction according to claim 2, it is characterised in that: further include being inclined at institute
State the supporting beam (13) of rectangular frame ontology (11) two sides, the upper end of the supporting beam (13) and the rectangular frame ontology (11)
Top beam (15) connection, lower end are connect with stringer (16) lower end of the rectangular frame ontology (11), and in the supporting beam
(13) connecting rod (17) of different length, the connecting rod are also distributed between the stringer (16) of the rectangular frame ontology (11)
(17) one end is connect with the stringer (16) of the rectangular frame ontology (11), and the other end is connect with the supporting beam (13).
4. the mobile sizing mould bases of abutment construction according to claim 2 or 3, it is characterised in that: inner template (2) packet
Rectangular steel plates (21) are included, close to the position of the stringer (16) of the rectangular frame ontology (11) on the lateral surface of the rectangular steel plates (21)
The place of setting is provided with the second trunnion (22), and connecting hole, one end connection of the connecting screw (5) are provided on second trunnion (22)
In the connecting hole of first trunnion (12), the other end is connected in the connecting hole of second trunnion (22).
5. the mobile sizing mould bases of abutment construction according to claim 4, it is characterised in that: further include several lifting hooks
(4), which is arranged on the top beam (15) of the rectangular frame ontology (11) at the position at its both ends, institute
The upper end for stating lifting hook (4) is connect with the top beam (15) of the rectangular frame ontology (11), and lower end can extend into described
In the connecting hole of two trunnions (22).
6. the mobile sizing mould bases of abutment construction according to claim 5, it is characterised in that: in the inner template (2)
Vibrator mounting base (23) are provided on lateral surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910249483.1A CN109853396A (en) | 2019-03-29 | 2019-03-29 | The mobile sizing mould bases of abutment construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910249483.1A CN109853396A (en) | 2019-03-29 | 2019-03-29 | The mobile sizing mould bases of abutment construction |
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| Publication Number | Publication Date |
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| CN109853396A true CN109853396A (en) | 2019-06-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910249483.1A Pending CN109853396A (en) | 2019-03-29 | 2019-03-29 | The mobile sizing mould bases of abutment construction |
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Citations (9)
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| JPH03107098A (en) * | 1989-09-20 | 1991-05-07 | Okabe Co Ltd | Travelling type molding frame support |
| CN201666157U (en) * | 2010-03-08 | 2010-12-08 | 中铁隧道集团四处有限公司 | Inverted arch integral type moving die carrier |
| US20110133052A1 (en) * | 2008-08-06 | 2011-06-09 | Shunquan Qin | Upper-bearing typed movable formwork |
| CN202064630U (en) * | 2011-05-16 | 2011-12-07 | 葛洲坝集团第二工程有限公司 | Traveling shuttering device for construction of narrow and long type concrete wall body |
| CN102776865A (en) * | 2012-07-12 | 2012-11-14 | 江苏省交通工程集团有限公司 | Revetment wall construction movable mould frame and revetment wall construction method |
| CN204059973U (en) * | 2014-10-09 | 2014-12-31 | 四川省第六建筑有限公司 | Tool-type body of wall one side formwork support type steel truss |
| CN205735441U (en) * | 2016-06-24 | 2016-11-30 | 平顶山平煤机煤矿机械装备有限公司 | A kind of bridge prefabrication box beam steel form with anti-levitating device |
| CN108166750A (en) * | 2018-02-01 | 2018-06-15 | 齐齐哈尔大学 | A kind of manpower-free's vibrated concrete wall construction template and implementing process |
| CN209836812U (en) * | 2019-03-29 | 2019-12-24 | 中铁隧道集团一处有限公司 | Rail-mounted movable shaping mould frame |
-
2019
- 2019-03-29 CN CN201910249483.1A patent/CN109853396A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03107098A (en) * | 1989-09-20 | 1991-05-07 | Okabe Co Ltd | Travelling type molding frame support |
| US20110133052A1 (en) * | 2008-08-06 | 2011-06-09 | Shunquan Qin | Upper-bearing typed movable formwork |
| CN201666157U (en) * | 2010-03-08 | 2010-12-08 | 中铁隧道集团四处有限公司 | Inverted arch integral type moving die carrier |
| CN202064630U (en) * | 2011-05-16 | 2011-12-07 | 葛洲坝集团第二工程有限公司 | Traveling shuttering device for construction of narrow and long type concrete wall body |
| CN102776865A (en) * | 2012-07-12 | 2012-11-14 | 江苏省交通工程集团有限公司 | Revetment wall construction movable mould frame and revetment wall construction method |
| CN204059973U (en) * | 2014-10-09 | 2014-12-31 | 四川省第六建筑有限公司 | Tool-type body of wall one side formwork support type steel truss |
| CN205735441U (en) * | 2016-06-24 | 2016-11-30 | 平顶山平煤机煤矿机械装备有限公司 | A kind of bridge prefabrication box beam steel form with anti-levitating device |
| CN108166750A (en) * | 2018-02-01 | 2018-06-15 | 齐齐哈尔大学 | A kind of manpower-free's vibrated concrete wall construction template and implementing process |
| CN209836812U (en) * | 2019-03-29 | 2019-12-24 | 中铁隧道集团一处有限公司 | Rail-mounted movable shaping mould frame |
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Application publication date: 20190607 |