CN108277977A - A kind of column mould reinforcement system and preparation method thereof - Google Patents
A kind of column mould reinforcement system and preparation method thereof Download PDFInfo
- Publication number
- CN108277977A CN108277977A CN201810043932.2A CN201810043932A CN108277977A CN 108277977 A CN108277977 A CN 108277977A CN 201810043932 A CN201810043932 A CN 201810043932A CN 108277977 A CN108277977 A CN 108277977A
- Authority
- CN
- China
- Prior art keywords
- joist
- steel pipe
- main joist
- secondary joist
- oblique pull
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 46
- 238000002360 preparation method Methods 0.000 title abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 97
- 239000010959 steel Substances 0.000 claims abstract description 97
- 238000009434 installation Methods 0.000 claims abstract description 10
- 238000004519 manufacturing process Methods 0.000 claims abstract description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 34
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 239000000956 alloy Substances 0.000 claims description 3
- 229910045601 alloy Inorganic materials 0.000 claims description 3
- 210000000988 bone and bone Anatomy 0.000 claims description 3
- 238000012163 sequencing technique Methods 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims 2
- 238000010586 diagram Methods 0.000 description 14
- 230000003014 reinforcing effect Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/023—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions
- E04G13/025—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface
- E04G13/026—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface the forming surface-element being the same for different sections of the column
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of column mould reinforcement systems, including template, main joist and secondary joist, template to be fixedly connected with secondary joist.Main joist is made of two rectangular steel pipes, two steel pipe both ends are fixedly connected by screw rod with nut, gasket ring is arranged on screw rod, gasket ring is located between two steel pipes for controlling the spacing between two steel pipes, gap of the one end of connecting rod across two steel pipes is simultaneously inserted into the spliced eye on secondary joist, and the other end of connecting rod is arranged with gasket and is fixedly connected with secondary joist with main joist by nut.The invention also discloses a kind of production methods of column mould reinforcement system：Including the installation of the rigging assembly hound of the assembling secondary joist of main joist.The column mould reinforcement system and preparation method thereof of the present invention using the above structure, it is poor to solve conventional post mould reinforcement system structural stability, makes that labor intensity is big, ineffective problem.
Description
Technical field
The invention belongs to form bracing system technical fields more particularly to a kind of column mould reinforcement system and preparation method thereof.
Background technology
With the development of society, architectural image is more and more unique, higher reinforced column is applied in construction projects
More and more, in pouring into a mould Concrete, column molding is made and support is a big difficulty of construction, and the stability of column mould is with pouring
It notes increasing for object and reduces.Traditional column mould main joist uses circular steel pipe, secondary joist that lumps of wood material, lumps of wood material is used to use
Amount is big, and intensity is relatively low, causes the stability of column mould poor.Also, the revolving difference of round steel pipe and the lumps of wood, can not achieve repetition
It utilizes.For swage or punching block, itself is heavier, and dismounting and transport are inconvenient, and cost is higher.The reinforcing side of column mould
Fado uses split bolt, but split bolt must perforate in template, and punch position is influenced bolt by the blocking of reinforcing bar and draws
Knot is reinforced, and for heavy in section combined steel and concrete column, split bolt can not pass through column section, and the effect of reinforcing is not achieved.And
In split bolt punch position, the spillage being susceptible in concreting process influences the surface quality of engineering.Traditional column
Carried out on scaffold shown in mould construction, need staff it is long-term it is high it is aerial carry out operation, not only staff's presence
The security risk fallen, and working at height due to standing area it is small, work posture and mode are limited, cause labor intensity it is big,
Working efficiency is relatively low.
Invention content
The object of the present invention is to provide a kind of column mould reinforcement systems and preparation method thereof, solve conventional post mould reinforcing body tying
Structure stability is poor, makes that labor intensity is big, ineffective problem.
To achieve the above object, the present invention provides a kind of column mould reinforcement system, including template, main joist and secondary joist,
The template is fixedly connected with the secondary joist, and the secondary joist is fixed by the connecting rod with the main joist and connect, same water
It is fixedly connected by external corner seat between the two neighboring main joist of plane；The main joist is made of two rectangular steel pipes, two
The steel pipe both ends are fixedly connected by screw rod with nut, and gasket ring is arranged on the screw rod, and the gasket ring is located at described in two
For controlling spacing between two steel pipes between steel pipe, the gap of one end of the connecting rod across two steel pipes
And be inserted into the spliced eye on the secondary joist, the other end of connecting rod is arranged with gasket and by nut by the secondary joist
It is fixedly connected with the main joist；One end of hound with supporting role acts against on the main joist, the hound
The other end against on the ground.
Preferably, the connecting rod is L-type structure.
Preferably, there are two external corner seats, each external corner seat to include two oblique pulls for setting between two neighboring main joist
Pedestal, two oblique pull pedestals are fixedly connected by lead screw with nut, and the oblique pull pedestal includes ontology and oblique pull part, described
Ontology is fixedly connected with the oblique pull body, and the mounting hole of the ontology is provided through on the ontology, is set on the oblique pull body
It is equipped with connecting hole, the mounting hole is located at the connecting hole in orthogonal two planes.
Preferably, the oblique pull body is channel steel, and the ontology is rectangular steel pipe, between the oblique pull body and the ontology
Angle is 135 °.
Preferably, it is located at two secondary joists at external corner and is pacified using mother-son mouth between adjacent two templates
Load connects.
Preferably, the secondary joist is the alloy keel or steel rough ground that cross section is rectangle.
A kind of production method of above-mentioned column mould reinforcement system, includes the following steps：
1) assembling of main joist
Prefabricated main joist is forming two steel pipes of main joist according to column mould size selection main joist rectangular steel pipe
Both ends corresponding position holes drilled through；
The installation of main joist and oblique pull pedestal is inserted into oblique pull pedestal, the sheet of oblique pull pedestal respectively at the both ends of rectangular steel pipe
Body is inserted into steel pipe, screw rod through on first steel pipe through-hole and first steel pipe in mounting hole on oblique pull pedestal penetrate first
Root steel pipe, then through on second steel pipe through-hole and second steel pipe in mounting hole on oblique pull pedestal penetrate second steel
Pipe, wherein screw rod are arranged gasket ring before penetrating second steel pipe after penetrating first steel pipe on screw rod, and gasket ring is for controlling
The spacing between first steel pipe and second steel pipe is made, is then tightened by nut at the both ends of screw rod, completes main joist
Assembling and the fixation of main joist and oblique pull pedestal；
2) assembling of secondary joist
Prefabricated secondary joist, in the Side wall drill spliced eye of secondary joist, the spacing between pitch of holes and main joist is corresponding；
Secondary joist is fixed with main joist, and the connecting rod of L-type is passed through from the gap between two rectangular steel pipes of main joist, connection
One end of bar is inserted into the spliced eye on secondary joist side wall, is arranged gasket in the other end of connecting rod and is twisted gasket using nut
Tightly on steel pipe, secondary joist and main joist are fixed successively by engine request spacing, complete secondary joist consolidating on main joist
Dingan County fills；
Secondary joist is fixed with template, and by secondary joist, spacing is placed in template as required, then uses iron nail by secondary joist
It is fixedly connected with template, two at external corner piece secondary joist is connect with template using mother-son mouth；
3) template assembly
Four pieces of formwork hoistings of main joist and secondary joist are fixed with by assembled, and are assembled, phase is passed through with lead screw
Connecting hole in adjacent template on corresponding oblique pull pedestal tightens nut at the both ends of lead screw, completes the assembly of template；
4) installation of hound
One end of hound is resisted against to the lower section of the main joist on reinforcement system top, the other end of hound is resisted against ground
On face, every piece of template is at least provided with a hound.
Preferably, in the step 2), secondary joist is fixed with main joist and secondary joist is fixed two order with template and do not had
Sequencing.
The advantages of the invention and good effect are：
1, main joist is made of two rectangular steel pipes that screw rod is fixedly connected, and versatility is good, can be used for after dismounting
The positions such as wallboard, top plate, realization recycle.
2, it is fixedly connected by the connecting rod of L-type into a single integrated structure between main joist and secondary joist, improves column mode structure
Stability, column mould is unlikely to deform, distorts.
3, at external corner two between secondary joist and template using mother-son mouth connect, effectively prevent slurries from adjacent two template
Between gap outflow, improve the surface quality of wall.
4, the assembling and fixation of main joist, secondary joist and template, the mould that then will be completed again are first carried out on the ground
Plate lifting splicing, molding and form removal are carried out with modularization, improve the working efficiency of molding and form removal.In addition, in this way will be
Working at height on scaffold is transferred to ground handling, and staff can not only be avoided to there is the security risk fallen, and
It also reduces the labor intensity of staff, improve efficiency, reduce engineering comprehensive cost.
Column mould reinforcement system of the present invention is versatile, stable structure, intensity are high, for the relatively Gao Zhumo of 6m or more
With more significant advantage.
Below by drawings and examples, technical scheme of the present invention will be described in further detail.
Description of the drawings
Fig. 1 is a kind of reinforcement system structural schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment；
Fig. 2 is a kind of external corner junction structural schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment；
Fig. 3 is a kind of secondary joist structural schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment；
Fig. 4 is a kind of main keel structure schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment；
Fig. 5 is a kind of connecting rod structural schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment；
Fig. 6 is a kind of oblique pull stand structure schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment；
Fig. 7 is that a kind of template of column mould reinforcement system of the present invention and preparation method thereof embodiment is shown with secondary joist mounting structure
It is intended to；
Fig. 8 is a kind of cylindrical pillars mode structure schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment；
Reference numeral
1, template；2, main joist；3, secondary joist；4, hound；5, gasket；6, connecting rod；7, oblique pull pedestal；8, lead screw；
9, screw rod；10, spliced eye；11, steel pipe；12, gasket ring；13, oblique pull part；14, ontology；15, connecting hole；16, mounting hole.
Specific implementation mode
Embodiment
Below with reference to attached drawing, the invention will be further described, it should be noted that the present embodiment is with this technology side
Premised on case, detailed embodiment and specific operating process are given, but protection scope of the present invention is not limited to this reality
Apply example.
Fig. 1 is a kind of reinforcement system structural schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment, Fig. 3
For a kind of secondary joist structural schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment, Fig. 5 is that the present invention is a kind of
The connecting rod structural schematic diagram of column mould reinforcement system and preparation method thereof embodiment.As shown in Fig. 1, Fig. 3, Fig. 5, a kind of column mould adds
Solid system, including template 1, main joist 2 and secondary joist 3, main joist 2 and secondary joist 3 are orthogonal to be distributed in mould in netted
On plate 1.One end of hound 4 is resisted against on the main joist 2 on 1 top of template, and the other end supports on the ground, in every piece of template 1
At least provided with a hound 4, hound 4 can increase the stability of reinforcement system.Template 1 passes through iron nail with secondary joist 3
It is fixedly connected, is fixedly connected by connecting rod 6 between secondary joist 3 and main joist 2.Connecting rod 6 is L-type structure, one end setting
There is the external screw thread coordinated with nut.Secondary joist 3 is preferably the alloy keel that cross section is rectangle, and it is rectangle that cross section, which also can be selected,
Steel rough ground.Spliced eye 10 is drilled on the side wall of secondary joist 3, the pitch-row of spliced eye 10 is identical as the spacing of main joist 2,
Pitch-row can be arbitrarily arranged according to requirement of engineering.
Fig. 2 is a kind of external corner junction structural schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment,
Fig. 4 is a kind of main keel structure schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment.Such as Fig. 2, Fig. 4 institute
Showing, every main joist 2 is made of the steel pipe 11 of two rectangles, and two steel pipes 11 are provided at both ends with corresponding through-hole, and two
Root steel pipe 11 is fixedly connected by screw rod 9 with nut.Gasket ring 12 is provided between two steel pipes 11, gasket ring 12 is set in screw rod 9
On, gasket ring 12 is used to control the spacing between two steel pipes 11, and connecting rod 6 is facilitated to be worn from the gap location between two steel pipes 11
It crosses.Main joist 2 is made of two rectangular steel pipes 11 that screw rod 9 is fixedly connected, and versatility is good, and wall is can be used for after dismounting
The positions such as plate, top plate, realization recycle.Gap of the one end of connecting rod 6 across two steel pipes 11 on main joist 2 is inserted into
In spliced eye 10 on to 3 side wall of secondary joist；The other end of connecting rod 6 is provided with gasket 5, and nut coordinates with external screw thread by gasket
5 are tightened on main joist 2, also achieve the fixation of main joist 2 and secondary joist 3.The effect of gasket 5 is that nut is prevented to be caught in main dragon
In gap on bone 2 between two steel pipes 11.Between main joist 2 and secondary joist 3 one is fixedly connected by the connecting rod of L-type 6
Body structure improves the stability of column mode structure, and column mould is unlikely to deform, non-warping.
Fig. 6 is a kind of oblique pull stand structure schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment.Such as
It shown in Fig. 6, is fixedly connected by two external corner seats between the two neighboring main joist 2 of same level, two external corner seats
The intensity that reinforcement system can be increased, makes it be unlikely to deform.Each external corner seat includes two oblique pull pedestals 7, two oblique pull pedestals 7
It is inserted respectively into 2 corresponding steel pipe 11 of two neighboring main joist.It is fixed also by screw rod 9 between oblique pull pedestal 7 and steel pipe 11
It connects, is fixedly connected with nut by lead screw 8 between two oblique pull pedestals 7 in the same external corner seat.Oblique pull pedestal 7 includes this
Body 14 and oblique pull part 13, ontology 14 are fixedly connected by welding with oblique pull body.Ontology 14 is rectangular steel pipe 11, is provided with and passes through
The mounting hole 1616 worn.Oblique pull body is channel steel, and connecting hole 15 is provided on spoke face.Angle between oblique pull body and ontology 14 is
135 °, mounting hole 1616 is located at connecting hole 15 in orthogonal two planes.
Fig. 7 is that a kind of template of column mould reinforcement system of the present invention and preparation method thereof embodiment is shown with secondary joist mounting structure
It is intended to.As shown in fig. 7, being connected using mother-son mouth between two secondary joists 3 being located at external corner and template 1, adjacent two pieces of moulds
When plate 1 carries out assembly, since two pieces of templates 1 are orthogonal, in its intersection, there are gaps, be easy to cause running pulp etc. and ask
Topic.When secondary joist 3 is fixed with template 1, one of secondary joist 3 will protrude its fixed template 1, and part outstanding can
To extend in adjacent template 1, i.e., secondary joist 3 can cover the gap between adjacent two pieces of templates 1.Secondary joist 3 and template 1
Between using mother-son mouth connect, can effectively prevent running pulp problem, improve the surface quality of wall.
A kind of production method of above-mentioned column mould reinforcement system, includes the following steps：
1) assembling of main joist
Prefabricated main joist 2.According to the rectangular steel pipe 11 of column mould size selection main joist 2, the size of rectangular steel pipe 11 is 50*
70mm, wall thickness 3mm.The equal length for forming two rectangular steel pipes 11 of a main joist 2, at the both ends of two steel pipes 11
Corresponding position holes drilled through, i.e. the pitch of holes of through-hole is equal on two steel pipes 11, and through-hole is to the distance also phase at 11 both ends of steel pipe
Deng.
The installation of main joist 2 and oblique pull pedestal 7.It is inserted into oblique pull pedestal 7, oblique pull pedestal respectively at the both ends of rectangular steel pipe 11
7 ontology 14 is inserted into steel pipe 11, and the mounting hole 1616 on ontology 14 can be penetrated through with the through-hole on rectangular steel pipe 11.
One end of main joist 2, using screw rod 9 through on first steel pipe 11 through-hole and first steel pipe 11 in peace on oblique pull pedestal 7
Dress hole 1616 penetrate first steel pipe 11, then through on second steel pipe 11 through-hole and second steel pipe 11 in oblique pull pedestal 7
On mounting hole 1616 penetrate second steel pipe 11.Penetrated after screw rod 9 penetrates first steel pipe 11 second steel pipe 11 it
Preceding that gasket ring 12 is arranged on screw rod 9, gasket ring 12 is used to control the spacing between first steel pipe 11 and second steel pipe 11, then
It is tightened by nut at the both ends of screw rod 9.Complete the fixation of completion main joist 2 and oblique pull pedestal 7 while main joist 2 assembles.
2) assembling of secondary joist
Prefabricated secondary joist 3.Spliced eye 10 is bored on the side wall of secondary joist 3, between the pitch of holes and main joist 2 of spliced eye 10
Spacing it is identical, and pitch of holes according to engineering can set.
Secondary joist 3 is fixed with main joist 2.The connecting rod 6 of L-type is worn from the gap between 2 two rectangular steel pipes 11 of main joist
It crosses, one end of connecting rod 6 is inserted into the spliced eye 10 on 3 side wall of secondary joist, and connecting rod 6 is made to catch on secondary joist 3.In connecting rod 6
The other end be arranged gasket 5 and gasket 5 be tightened on steel pipe 11 using nut, realize secondary joist 3 and main joist 2 fixation.
Secondary joist 3 and main joist 2 are fixed successively by engine request spacing, complete fixed installation of the secondary joist 3 on main joist 2.
Secondary joist 3 is fixed with template 1.By secondary joist 3, spacing is placed in template 1 as required, then uses iron nail secondary
Keel 3 are fixedly connected with template 1, and two at external corner piece secondary joist 3 is connect with template 1 using mother-son mouth.
In this step, secondary joist 3 and main joist 2 are fixed and secondary joist 3 with template 1 fixes two order priority is not suitable
Sequence, you can first secondary joist 3 to be fixed in main joist 2, then carry out the fixation of template 1 again；It can also be first on 1 upper berth of template
If secondary joist 3 is simultaneously fixed, then main joist 2 and secondary joist 3 are fixed again.
3) template assembly
By assembled four pieces of crane liftings of template 1 for being fixed with main joist 2 and secondary joist 3, needed in hoisting process
Staff's auxiliary operation.After four pieces of liftings of template 1 erect, staff passes through corresponding oblique pull in adjacent forms 1 with lead screw 8
Connecting hole 15 on 7 oblique pull body of pedestal, and nut is tightened at the both ends of lead screw 8, complete the assembly of template 1.
4) installation of hound
One end of hound 4 is resisted against to the lower section of the main joist 2 on reinforcement system top, the other end of hound 4 against
On the ground, every piece of template 1 is at least provided with a hound 4.Hound 4 can improve the stability of reinforcement system.
Fig. 8 is a kind of cylindrical pillars mode structure schematic diagram of column mould reinforcement system of the present invention and preparation method thereof embodiment.
As described in Figure 8, for cylindrical column mould, reinforcement system of the present invention is equally applicable, exists with square column mould difference
In main joist difference.Main joist, at semicircular structure, is then fixed by the way of welding using two reinforcing bars or steel tube prefabricated
It connects, two gaps between reinforcing bar or steel pipe are controlled by welded connection on main joist.Cylindrical column mould is by two pieces of semicircles
The template of shape is docked, and the connection of template passes through the through-hole on two, edge secondary joist to realize by screw rod, the both ends of screw rod
It is tightened by nut.It is provided at both ends with angle bar or steel plate in two semicircular main joists, is offered on angle bar or steel plate logical
Hole, screw rod pass through through-hole, both ends to be fastened using nut.It is fixed and is connected by screw rod on the both ends of main joist and secondary joist
It connects, the stability of cylindrical pillars mould can be increased.Other structures and production method step are identical as square column mould.
Therefore, the column mould reinforcement system and preparation method thereof of the present invention using the above structure, can solve conventional post mould and add
Solid system structural stability is poor, makes that labor intensity is big, ineffective problem.
Finally it should be noted that：The above embodiments are merely illustrative of the technical solutions of the present invention rather than is limited,
Although the present invention is described in detail with reference to preferred embodiments, it will be understood by those of ordinary skill in the art that：Its according to
Technical scheme of the present invention can be so modified or replaced equivalently, and these modifications or equivalent replacement cannot also make to repair
Technical solution after changing is detached from the spirit and scope of technical solution of the present invention.
Claims (8)
1. a kind of column mould reinforcement system, it is characterised in that：Including template (1), main joist (2) and secondary joist (3), the template
(1) it being fixedly connected with the secondary joist (3), the secondary joist (3) is fixedly connected with the main joist (2) by connecting rod (6),
It is fixedly connected by external corner seat between the two neighboring main joist (2) of same level；The main joist (2) is by two rectangle steels
(11) composition is managed, two steel pipe (11) both ends are fixedly connected with nut by screw rod (9), are arranged on the screw rod (9)
Gasket ring (12), the gasket ring (12) are located between two steel pipes (11) for controlling the spacing between two steel pipes (11),
Gap of the one end of the connecting rod (6) across two steel pipes (11) is simultaneously inserted into inserting on the secondary joist (3)
It connects in hole (10), the other end of connecting rod (6) is arranged with gasket (5) and by nut by the secondary joist (3) and the main dragon
Bone (2) is fixedly connected；One end of hound (4) with supporting role acts against on the main joist (2), the hound
(4) the other end is against on the ground.
2. a kind of column mould reinforcement system according to claim 1, it is characterised in that：The connecting rod (6) is L-type structure.
3. a kind of column mould reinforcement system according to claim 1, it is characterised in that：It is set between two neighboring main joist (2)
It sets there are two external corner seat, each external corner seat includes two oblique pull pedestals (7), and two oblique pull pedestals (7) pass through lead screw
(8) be fixedly connected with nut, the oblique pull pedestal (7) includes ontology (14) and oblique pull part (13), the ontology (14) with it is described
Oblique pull body is fixedly connected, and is provided through the mounting hole (16) of the ontology (14) on the ontology (14), on the oblique pull body
It is provided with connecting hole (15), the mounting hole (16) is located at the connecting hole (15) in orthogonal two planes.
4. a kind of column mould reinforcement system according to claim 3, it is characterised in that：The oblique pull body be channel steel, described
Body (14) is rectangular steel pipe (11), and the angle between the oblique pull body and the ontology (14) is 135 °.
5. a kind of column mould reinforcement system according to claim 1, it is characterised in that：Two described dragons at external corner
Using mother-son mouth installation connection between bone (3) and adjacent two templates (1).
6. a kind of column mould reinforcement system according to claim 1, it is characterised in that：The secondary joist (3) is for cross section
The alloy keel or steel rough ground of rectangle.
7. a kind of production method of column mould reinforcement system as claimed in any one of claims 1 to 6, it is characterised in that：Including following
Step：
1) assembling of main joist (2)
Prefabricated main joist (2), according to column mould size selection main joist (2) rectangular steel pipe (11), the two of composition main joist (2)
The both ends corresponding position holes drilled through of root steel pipe (11)；
The installation of main joist (2) and oblique pull pedestal (7) is inserted into oblique pull pedestal (7), oblique pull respectively at the both ends of rectangular steel pipe (11)
The ontology (14) of pedestal (7) is inserted into steel pipe (11), and screw rod (9) is through the through-hole and first steel pipe on first steel pipe (11)
(11) mounting hole (16) on interior oblique pull pedestal (7) penetrates first steel pipe (11), then through logical on second steel pipe (11)
Mounting hole (16) on hole and the interior oblique pull pedestal (7) of second steel pipe (11) penetrates second steel pipe (11), and wherein screw rod (9) exists
It penetrates before first steel pipe (11) penetrates second steel pipe (11) later and is arranged gasket ring (12), gasket ring (12) on screw rod (9)
For controlling the spacing between first steel pipe (11) and second steel pipe (11), then pass through nut at the both ends of screw rod (9)
It tightens, completes the assembling of main joist (2) and the fixation of main joist (2) and oblique pull pedestal (7)；
2) assembling of secondary joist (3)
Prefabricated secondary joist (3), in the Side wall drill spliced eye (10) of secondary joist (3), the spacing pair between pitch of holes and main joist (2)
It answers；
Secondary joist (3) is fixed with main joist (2), and the connecting rod (6) of L-type is between (2) two rectangular steel pipes (11) of main joist
Gap passes through, and one end of connecting rod (6) is inserted into the spliced eye (10) on secondary joist (3) side wall, the other end in connecting rod (6)
It is arranged gasket (5) and gasket (5) is tightened on steel pipe (11) using nut, secondary joist (3) and main joist (2) press engine request
Spacing is fixed successively, completes fixed installation of the secondary joist (3) on main joist (2)；
Secondary joist (3) is fixed with template (1), and by secondary joist (3), spacing is placed in template (1) as required, then uses iron nail
Secondary joist (3) is fixedly connected with template (1), two at external corner piece secondary joist (3) is connect with template (1) using mother-son mouth；
3) template (1) is assembled
It is fixed with four pieces of templates (1) lifting of main joist (2) and secondary joist (3) by assembled, and is assembled, lead screw is used
(8) connecting hole (15) in adjacent forms (1) on corresponding oblique pull pedestal (7) is passed through, nut is tightened at the both ends of lead screw (8),
Complete the assembly of template (1)；
4) installation of hound (4)
One end of hound (4) is resisted against to the lower section of the main joist (2) on reinforcement system top, the other end of hound (4) supports
By on the ground, every piece of template (1) is at least provided with a hound (4).
8. a kind of production method of column mould reinforcement system according to claim 7, it is characterised in that：In the step 2),
Secondary joist (3) is fixed with main joist (2) and secondary joist (3) fixes two order with template (1) does not have sequencing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810043932.2A CN108277977A (en) | 2018-01-17 | 2018-01-17 | A kind of column mould reinforcement system and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810043932.2A CN108277977A (en) | 2018-01-17 | 2018-01-17 | A kind of column mould reinforcement system and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108277977A true CN108277977A (en) | 2018-07-13 |
Family
ID=62803787
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810043932.2A Pending CN108277977A (en) | 2018-01-17 | 2018-01-17 | A kind of column mould reinforcement system and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108277977A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824824A (en) * | 2018-08-22 | 2018-11-16 | 杭州市市政工程集团有限公司 | A kind of square column fastener fast-positioning device and positioning construction method |
| CN109514707A (en) * | 2018-12-05 | 2019-03-26 | 怀化市建新建材有限公司 | A kind of steel form convenient for assembly and disassembly |
| CN112376905A (en) * | 2020-11-27 | 2021-02-19 | 腾达建设集团股份有限公司 | Connecting mechanism of stand column steel formwork |
| CN112681728A (en) * | 2020-12-21 | 2021-04-20 | 中建八局第一建设有限公司 | Integrated prefabricated giant column steel formwork supporting system |
| CN113653345A (en) * | 2021-07-27 | 2021-11-16 | 中国建筑第八工程局有限公司 | Mortar spreader for masonry wall and mortar spreading construction method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201722931U (en) * | 2010-06-08 | 2011-01-26 | 南京道广建筑模板有限公司 | Diagonal draw locking device for external corner of joint building template |
| CN103122692A (en) * | 2013-02-04 | 2013-05-29 | 中天建设集团有限公司 | Reinforcing device of shear wall end socket formwork |
| CN203129573U (en) * | 2013-03-15 | 2013-08-14 | 中国十七冶集团有限公司 | Non-dismounting connecting device for outer side back ridge steel tubes of large timber formwork |
| CN204940843U (en) * | 2015-07-13 | 2016-01-06 | 江苏南通三建集团有限公司 | Reinforcement system installed by non-waterproof position wall form split bolt and precast support sleeve pipe |
| CN205116715U (en) * | 2015-10-10 | 2016-03-30 | 安徽卓良新材料有限公司 | Cast -in -situ box girder template bracing device |
| US20160298344A1 (en) * | 2014-10-09 | 2016-10-13 | Hui Linda Technology Co., Ltd | Assembling and dismantling-beforehand structural template system and construction method thereof |
| CN106337561A (en) * | 2016-10-12 | 2017-01-18 | 中国建筑第二工程局有限公司 | Shear wall template reinforcing structure and reinforcing construction method thereof |
| CN107060325A (en) * | 2017-03-23 | 2017-08-18 | 曹立英 | A kind of main joist reinforcement system structure and its construction technology |
-
2018
- 2018-01-17 CN CN201810043932.2A patent/CN108277977A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201722931U (en) * | 2010-06-08 | 2011-01-26 | 南京道广建筑模板有限公司 | Diagonal draw locking device for external corner of joint building template |
| CN103122692A (en) * | 2013-02-04 | 2013-05-29 | 中天建设集团有限公司 | Reinforcing device of shear wall end socket formwork |
| CN203129573U (en) * | 2013-03-15 | 2013-08-14 | 中国十七冶集团有限公司 | Non-dismounting connecting device for outer side back ridge steel tubes of large timber formwork |
| US20160298344A1 (en) * | 2014-10-09 | 2016-10-13 | Hui Linda Technology Co., Ltd | Assembling and dismantling-beforehand structural template system and construction method thereof |
| CN204940843U (en) * | 2015-07-13 | 2016-01-06 | 江苏南通三建集团有限公司 | Reinforcement system installed by non-waterproof position wall form split bolt and precast support sleeve pipe |
| CN205116715U (en) * | 2015-10-10 | 2016-03-30 | 安徽卓良新材料有限公司 | Cast -in -situ box girder template bracing device |
| CN106337561A (en) * | 2016-10-12 | 2017-01-18 | 中国建筑第二工程局有限公司 | Shear wall template reinforcing structure and reinforcing construction method thereof |
| CN107060325A (en) * | 2017-03-23 | 2017-08-18 | 曹立英 | A kind of main joist reinforcement system structure and its construction technology |
Non-Patent Citations (1)
| Title |
|---|
| 付颖等: "《工程管理综合实训教程》", vol. 1, 电子科技大学出版社, pages: 119 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824824A (en) * | 2018-08-22 | 2018-11-16 | 杭州市市政工程集团有限公司 | A kind of square column fastener fast-positioning device and positioning construction method |
| CN109514707A (en) * | 2018-12-05 | 2019-03-26 | 怀化市建新建材有限公司 | A kind of steel form convenient for assembly and disassembly |
| CN109514707B (en) * | 2018-12-05 | 2021-07-20 | 怀化市建新建材有限公司 | Steel form convenient to assemble and dismantle |
| CN112376905A (en) * | 2020-11-27 | 2021-02-19 | 腾达建设集团股份有限公司 | Connecting mechanism of stand column steel formwork |
| CN112681728A (en) * | 2020-12-21 | 2021-04-20 | 中建八局第一建设有限公司 | Integrated prefabricated giant column steel formwork supporting system |
| CN112681728B (en) * | 2020-12-21 | 2022-07-22 | 中建八局第一建设有限公司 | Integrated prefabricated giant column steel formwork supporting system |
| CN113653345A (en) * | 2021-07-27 | 2021-11-16 | 中国建筑第八工程局有限公司 | Mortar spreader for masonry wall and mortar spreading construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108277977A (en) | A kind of column mould reinforcement system and preparation method thereof | |
| CN201339250Y (en) | Stiffness structure framework beam preformed steel reinforcement framework structure | |
| CN106567458B (en) | Prefabricated steel-concrete beam-column frame structure system | |
| CN106351445B (en) | A kind of strengthening concrete sloping core form assembly bracing reinforcement system and construction method of installation | |
| WO2016077943A1 (en) | Building supporting unit and building supporting structure employing same | |
| CN212534174U (en) | Raft foundation steel bar supporting tool | |
| CN211850272U (en) | Assembled superimposed sheet bearing structure | |
| CN208380049U (en) | The dismountable triangle sets mould assembly steel overhanging support of Overhanging Outside Scaffold | |
| CN106320704A (en) | Steel reinforced concrete structure formwork sleeve threaded rod pulling construction method | |
| CN108005381B (en) | Reinforced structure of steel reinforced concrete template and construction method | |
| CN108086674A (en) | A kind of roof boarding hangs the construction method of mould and roof boarding | |
| CN209292869U (en) | A kind of pier stud construction template | |
| CN207863466U (en) | A kind of column mould ruggedized construction | |
| CN205777489U (en) | A kind of support system of high and big die plate | |
| CN111236640B (en) | A cantilever structure shared by a high-altitude formwork support and an external scaffold | |
| CN106284977B (en) | A kind of main stupefied and its construction method of arc shear wall shuttering supporting reinforcing | |
| CN212176566U (en) | Structure of encorbelmenting is shared with outer scaffold to high altitude formwork support | |
| CN205713090U (en) | The template of a kind of V-type concrete column sets up structure | |
| CN220598729U (en) | Large-span stiff concrete beam structure | |
| CN116791763B (en) | Construction methods and structures of large-span stiffened concrete beams | |
| CN112227688A (en) | A stiffened plate-supported construction platform without outer frame and its method for residential buildings | |
| CN215519967U (en) | Bathroom superelevation anti-bank secondary structure template reinforcing apparatus | |
| CN218205143U (en) | A permanent prefabricated composite formwork system | |
| CN115419260B (en) | A permanent prefabricated composite formwork system and construction method | |
| CN205776981U (en) | A kind of floor and the structure of making floor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180713 |