CN208396714U - Supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form - Google Patents
Supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form Download PDFInfo
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- CN208396714U CN208396714U CN201820491041.9U CN201820491041U CN208396714U CN 208396714 U CN208396714 U CN 208396714U CN 201820491041 U CN201820491041 U CN 201820491041U CN 208396714 U CN208396714 U CN 208396714U
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- wall form
- plane template
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Abstract
The utility model relates to technical field of building construction, and supporting construction is adjusted in particular to a kind of hollow concrete well unilateral side inner wall form.Including four pieces of plane templates, it is characterised in that: further include the inner support frame on the inside of plane template；The inner support frame includes several spaced apart collar tie beams along the vertical direction；The collar tie beam is that four length-adjustable connecting rods join end to end the square frame structure to be formed；The link supports are fixed on the inside of plane template.The present embodiment is suitable for the plane template of various specifications by length-adjustable inner support frame, and application range is extremely wide, reusable, saves material, reduces use cost, has great promotional value.
Description
Technical field
The utility model relates to technical field of building construction, in particular to a kind of hollow concrete well unilateral side inner wall form
Adjustable supporting construction.
Background technique
In casting concrete, biggish lateral pressure can be generated, it is generally the case that when match plate installs, setting pair
Bolt is drawn, to offset the lateral pressure of concrete generation, prevents template from rising moding shape.
In unilateral walls concrete pouring construction, such as upper pipe working well, launching shaft, shield tunnel ventilating shaft mouth word
After the first supporting excavation of type concrete well use when construction concrete walling, single side formwork is needed.Existing one side formwork supporter
Owner will have: one is full hall scaffolds and Inclined strut bent made of being set up as steel pipe as support construction, which, which exists, applies
Work low efficiency installs the problems such as quality is difficult to ensure, structure stress is indefinite；Another kind is the combination being process by steel construction
Triangular steel truss support construction, the construction weight is big, installation is inconvenient, and pre-buried more built-in fitting is needed in construction of bottom plates.
In order to solve the above technical problems, there is entitled " the integral lifting shaft template " of Patent No. " CN105332505A "
Chinese invention patent describe a kind of shaft template structure, which includes whole inner support frame and four plane templates, often
Block plane template be equipped at least one sliding slot group, sliding slot group include the upper section sliding slot being vertically arranged on plane template and with it is upper
The lower section sliding slot of section sliding slot bottom end connection, the angle between upper section sliding slot and lower section sliding slot is obtuse angle, and whole inner support frame has
Four lateral surfaces, lateral surface are equipped with slide block mechanism corresponding with sliding slot group, and slide block mechanism is slidably connected with sliding slot group.Pass through length
Inner support frame supporting plane template matched with plane template is spent, integral slipping can be organized along the chute, entire installation operation is more simple
It is single, it being capable of high degree raising construction efficiency.But since inner support frame is the fixed steel member structure of length, inner support frame system
Make the vertical shaft that a kind of specification is only used for after coming out, versatility is too poor, wastes material, influences its popularization and use.
Summary of the invention
The template system that the purpose of this utility model seeks to solve the prior art mentioned in above-mentioned background technique is general
Property it is too poor, be difficult to the problem of being promoted the use of on a large scale, it is adjustable to provide a kind of hollow concrete well unilateral side inner wall form
Supporting construction.
The technical solution of the utility model are as follows: supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form,
Including four pieces of plane templates, it is characterised in that: further include the inner support frame on the inside of plane template；The inner support frame packet
Include several spaced apart collar tie beams along the vertical direction；The collar tie beam is that four length-adjustable connecting rods join end to end to be formed
Square frame structure；The link supports are fixed on the inside of plane template.
The further connecting rod includes two sleeves and the steel plate between two sleeves；The sleeve is
The hollow cylindrical configuration of both ends open；The steel plate both ends are adjustably arranged in two sleeves along sleeve axis length.
It is offered on the further steel plate multiple along the spaced apart first through hole of sleeve axis；The sleeve
On offer the second through-hole of corresponding first through hole；The steel plate passes through the screw rod that is arranged in first through hole and the second through-hole
It is fixed between two sleeves.
Diagonal brace is provided between further two adjacent connecting rods；The diagonal brace both ends are separately fixed at interconnection
Two sleeves on.
Cross rib and perpendicular rib are provided on the inner side end of the further plane template；The cross rib and perpendicular rib are handed over
Mistake arrangement forms the reticular supporting structure being supported on the inside of plane template；Cross rib and perpendicular rib are fixed in the inner support frame support
On.
It further further include fashioned iron of the more edges along the circumferentially-spaced arrangement of collar tie beam；The fashioned iron is fixed along the vertical direction
All collar tie beams are connected as one on all collar tie beams.
The further corresponding fashioned iron of every sleeve；The fashioned iron will be in same along the vertical direction on all collar tie beams
All sleeves series connection on vertical direction is integrated.
The further plane template two sides are provided with the side plate of its vertical plate face；Spiral shell is offered on the side plate
Hole, adjacent plane template are fixed with one by side plate.
The present embodiment is suitable for the plane template of various specifications by length-adjustable inner support frame, and application range is extremely wide
It is general, it is reusable, material is saved, use cost is reduced, there is great promotional value.
Detailed description of the invention
Fig. 1: the collar tie beam and plane template connection structure top view of the utility model；
Fig. 2: the collar tie beam and plane template connection structure side view of the utility model；
Fig. 3: the plane template structural schematic diagram of the utility model；
Wherein: 1-plane template；2-sleeves；3-steel plates；4-first through hole；5-the second through-hole；6-diagonal braces；7—
Cross rib；8-perpendicular ribs；9-fashioned iron；10-side plates.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Such as Fig. 1~3, supporting construction, including four pieces of plane moulds is adjusted in a kind of hollow concrete well unilateral side inner wall form
Plate 1, four pieces of plane templates 1 are interconnected to form the formwork structure for keeping concrete well inner wall smooth.The setting of 1 two sides of plane template
There is the side plate 10 of its vertical plate face, screw hole is offered on side plate 10, adjacent plane template 1 is fixed with one by side plate 10.For
Guarantee plane template 1 has enough intensity, as shown in figure 3, be provided on the inner side end of the plane template 1 of the present embodiment
Cross rib 7 and perpendicular rib 8, cross rib 7 and perpendicular rib 8 are staggered the reticular supporting structure to be formed and be supported in the inside of plane template 1.
The inside of plane template 1 is provided with inner support frame, by inner support frame supporting plane template 1, guarantees plane template
1 is in stable state in casting process.Inner support frame includes several spaced apart collar tie beams along the vertical direction, collar tie beam four
The length-adjustable connecting rod of root joins end to end the square frame structure to be formed, and link supports are fixed on the inside of plane template 1.
As shown in Figure 1, connecting rod includes that two sleeves 2 and the steel plate 3 between two sleeves 2, sleeve 2 are opened for both ends
The hollow cylindrical configuration of mouth, 3 both ends of steel plate are adjustably arranged in two sleeves 2 along 2 axial length of sleeve.It is opened up on steel plate 3
There are multiple the second through-holes 5 that corresponding first through hole 4 is offered in the spaced apart first through hole 4 of 2 axis of sleeve, sleeve 2,
Steel plate 3 is fixed between two sleeves 2 by the screw rod being arranged in first through hole 4 and the second through-hole 5.By adjusting steel plate 3
The length of sleeve 2 is entered, the length of entire connecting rod can be adjusted, the plane template 1 of different size is adapted to this.
In order to improve the structural strength of collar tie beam, the present embodiment is provided with diagonal brace 6, diagonal brace 6 between two adjacent connecting rods
Both ends are separately fixed on two sleeves 2 interconnected.Diagonal brace 6 and two adjacent sleeves 2 form triangular structure, mention
The high stability of entire collar tie beam.
The present embodiment is provided with the more fashioned iron 9 along the circumferentially-spaced arrangement of collar tie beam between plane template 1 and connecting rod, such as schemes
Shown in 1~2, fashioned iron 9 is arranged in a vertical direction between cross rib 7, perpendicular rib 8 and connecting rod.Fashioned iron 9 can actually be fixed on set
The outside of cylinder 2, fashioned iron 9 are the structure members of all collar tie beams of connection, and fashioned iron 9 will be in same along the vertical direction on all collar tie beams
The series connection of sleeve 2 on one vertical direction is overall structure, forms whole inner supporting structure.
In use, meeting the plane template 1 of the specification according to the production of the specification of mouth word well, welded in the inside of plane template 1
Cross rib 7 and perpendicular rib 8 are connect, adjacent plane template 1 is connected as by entirety by the side plate 10 of two sides.Vertical fashioned iron 9 is installed, then
Integral hoisting collar tie beam adjusts the length of steel plate 3 and sleeve 2, is consolidated the two by bolt after the completion of adjusting to 1 inside of plane template
Surely it is connected as one.It can first adjust and lift again, can also first lift and then adjust length of connecting rod.
Refer to the direction at the center of the square frame surrounded towards four pieces of plane templates 1 on the inside of the present embodiment.
Basic principles, main features, and advantages of the present invention has been shown and described above.Current row
The technical staff of industry is described in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments
Only illustrate the principles of the present invention, the utility model can also on the premise of not departing from the spirit and scope of the utility model
There are various changes and modifications, these various changes and improvements fall within the scope of the claimed invention.The utility model is wanted
Protection scope is asked to be defined by appended claims and its equivalent.
Claims (8)
1. supporting construction, including four pieces of plane templates (1), feature is adjusted in a kind of hollow concrete well unilateral side inner wall form
It is: further includes the inner support frame on the inside of plane template (1)；The inner support frame include several along the vertical direction between
Every the collar tie beam of arrangement；The collar tie beam is that four length-adjustable connecting rods join end to end the square frame structure to be formed；Described
Link supports are fixed on the inside of plane template (1).
2. supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form as described in claim 1, feature exists
In: the connecting rod includes two sleeves (2) and the steel plate (3) between two sleeves (2)；The sleeve (2) is
The hollow cylindrical configuration of both ends open；Steel plate (3) both ends are adjustably arranged in two sleeves along sleeve (2) axial length
(2) in.
3. supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form as claimed in claim 2, feature exists
In: it is offered on the steel plate (3) multiple along the spaced apart first through hole of sleeve (2) axis (4)；The sleeve (2)
On offer the second through-hole (5) of corresponding first through hole (4)；The steel plate (3) is by being arranged in first through hole (4) and second
Screw rod in through-hole (5) is fixed between two sleeves (2).
4. supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form as claimed in claim 2, feature exists
In: diagonal brace (6) are provided between two adjacent connecting rods；Described diagonal brace (6) both ends are separately fixed at two interconnected
On sleeve (2).
5. supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form as described in claim 1, feature exists
In: cross rib (7) and perpendicular rib (8) are provided on the inner side end of the plane template (1)；The cross rib (7) and perpendicular rib (8)
Be staggered the reticular supporting structure to be formed and be supported on the inside of plane template (1)；Cross rib is fixed in the inner support frame support
(7) and on perpendicular rib (8).
6. supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form as claimed in claim 2, feature exists
In: it further include fashioned iron (9) of the more edges along the circumferentially-spaced arrangement of collar tie beam；The fashioned iron (9) is fixed on all along the vertical direction
All collar tie beams are connected as one on collar tie beam.
7. supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form as claimed in claim 6, feature exists
In: the corresponding fashioned iron (9) of every sleeve (2)；The fashioned iron (9) will be in same vertical along the vertical direction on all collar tie beams
All sleeves (2) series connection on direction is integrated.
8. supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form as described in claim 1, feature exists
In: described plane template (1) two sides are provided with the side plate (10) of its vertical plate face；Spiral shell is offered on the side plate (10)
Hole, adjacent plane template (1) are fixed with one by side plate (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820491041.9U CN208396714U (en) | 2018-04-09 | 2018-04-09 | Supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820491041.9U CN208396714U (en) | 2018-04-09 | 2018-04-09 | Supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form |
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| CN208396714U true CN208396714U (en) | 2019-01-18 |
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| CN201820491041.9U Active CN208396714U (en) | 2018-04-09 | 2018-04-09 | Supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110286032A (en) * | 2019-06-17 | 2019-09-27 | 林同棪国际工程咨询（中国）有限公司 | A kind of vertical shaft country rock simulator and system |
| CN113585727A (en) * | 2021-07-27 | 2021-11-02 | 北京奥宇模架技术有限公司 | Elevator shaft inner cylinder mold |
| CN113664427A (en) * | 2021-10-09 | 2021-11-19 | 中国建筑第八工程局有限公司 | Stainless steel air pipe welding and shaping device and construction method thereof |
-
2018
- 2018-04-09 CN CN201820491041.9U patent/CN208396714U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110286032A (en) * | 2019-06-17 | 2019-09-27 | 林同棪国际工程咨询（中国）有限公司 | A kind of vertical shaft country rock simulator and system |
| CN110286032B (en) * | 2019-06-17 | 2022-05-03 | 林同棪国际工程咨询（中国）有限公司 | Shaft surrounding rock simulation device and system |
| CN113585727A (en) * | 2021-07-27 | 2021-11-02 | 北京奥宇模架技术有限公司 | Elevator shaft inner cylinder mold |
| CN113664427A (en) * | 2021-10-09 | 2021-11-19 | 中国建筑第八工程局有限公司 | Stainless steel air pipe welding and shaping device and construction method thereof |
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