CN109736566A - Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing method - Google Patents
Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing method Download PDFInfo
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- CN109736566A CN109736566A CN201910020667.0A CN201910020667A CN109736566A CN 109736566 A CN109736566 A CN 109736566A CN 201910020667 A CN201910020667 A CN 201910020667A CN 109736566 A CN109736566 A CN 109736566A
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Abstract
The present invention relates to a kind of Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing methods, comprising: load-bearing part, fixing card, active card and fastener；The load-bearing part is to support beam forms, the fixing card is set to one end of the load-bearing part, the active card slidable fit on the load-bearing part to cooperate the fixing card to clamp beam forms, the fastener activity is assemblied in the load-bearing part, and the fastener is for being locked the active card in the load-bearing part.The present invention has the effect of that construction is simple is high-efficient, saves timber, is not easy to manufacture that pollution form construction, construction material are at low cost, structural strength is high is not easy deformation, is difficult to happen the quick-fried mould phenomenon of the mould that rises.
Description
Technical field
The present invention relates to technical field of building construction, more particularly, to a kind of Form beam bottom secondary joist, beam forms construction knot
Structure and beam die plate reinforcing method.
Background technique
In plank sheathing engineering construction, the support of beam forms generallys use interior scaffold and the support of split bolt class, beam form
Plate includes: beam side plate and beam bottom plate, and the support of beam forms relies primarily on the materials such as flitch, step fastener, steel pipe then to carry out beam
The bracing reinforcement of side plate, beam bottom plate.
Prior art among the above has the following deficiencies: that 1. take the traditional construction technique of flitch support beam forms not
Only taking a lot of work, laborious, construction efficiency is low, but also can consume a large amount of timber resources, manufactures a large amount of building waste pollution environment；2. by
In the beam bottom secondary joist support done using flitch, it just must be again with largely fitted component could meet wanting for bracing reinforcement step by step
It asks, while flitch is there are one disadvantage, it is short to be used in turn the service life, can only at most have enough to meet the need 60~80 times or so, therefore, greatly increase
The construction material cost of user is added；3. there are one support construction stability, globalities that chief drawback is it for flitch
It is poor, be easy to happen rise, quick-fried mould phenomenon, and there are the common faults such as undaform is uneven in beam bottom concrete body surface face, seriously affects
The quality of major project perception.
Summary of the invention
The purpose of the present invention one is to provide a kind of Form beam bottom secondary joist, and the side of original flitch support beam forms is substituted
Case, has that construction is simple is high-efficient, save timber, is not easy to manufacture that pollution form construction, construction material are at low cost, structural strength is high is not easy
Deformation is difficult to happen the advantages of mould that rises quick-fried mould phenomenon.
Above-mentioned purpose one of the invention has the technical scheme that a kind of Form beam bottom secondary joist, packet
It includes: load-bearing part, fixing card, active card and fastener；
For the load-bearing part to support beam forms, the fixing card is set to one end of the load-bearing part, the active card sliding dress
Assigned in, to cooperate the fixing card to clamp beam forms, the fastener activity is assemblied in the load-bearing part, institute on the load-bearing part
Fastener is stated for being locked the active card in the load-bearing part.
By using above-mentioned technical proposal, when using the Form beam bottom secondary joist, the position of active card on the load bearing member is adjusted
It sets, after active card is adjusted to predetermined position, is determined active fixing on the load bearing member using fastener, so that active card is matched
Fixing card is closed by beam form board clamping, which can adjust active card and be consolidated according to the developed width size of beam forms
The distance between fixed card, and then beam forms can firmly be fixedly clamped in the case where not increasing fitted component step by step, construction letter
It is single high-efficient, and active card and fixing card mutual cooperation clamp beam forms and play the function of replacing fitted component step by step, so that beam
The equally stable safety of template, while the product can substitute the conventional construction scheme of flitch support completely, will not only consume big
Amount timber resources will not manufacture a large amount of building waste pollution environment, and structural strength height is not easy deformation, can recycle
(as many as 100 times) save a large amount of construction material cost, it is difficult to which the quick-fried mould phenomenon of the mould that rises makes beam bottom concrete body surface indirectly
Face is less prone to the common faults such as undaform is uneven, improves the quality of major project perception.
The present invention is further arranged to, and the fixing card includes: strap, firm banking and fixes back cord, described
Firm banking is fixed on the upper surface of the load-bearing part, and the strap is arranged vertically with the firm banking and for being bonded
The one side of beam forms, the fixed back cord are supported between the strap and the firm banking.
By using above-mentioned technical proposal, firm banking and load-bearing part have biggish contact area, so that firm banking is solid
When determining on the load bearing member, stability is improved, and strap increases the contact area with beam forms side, so that strap pair
More evenly, fixed back cord improves the overall structural strength of fixing card to the chucking power of beam forms, further improves stability, on
The fixing structure for stating design is simple, easy to make, and flat cost is low.
The present invention is further arranged to, and the active card includes: loose collar, ambulatory splint, mobile base and movable back
Stupefied, the loose collar is sheathed on the load-bearing part to realize that slidable fit, the mobile base are fixed on the loose collar
Upper surface, the ambulatory splint is arranged vertically with the mobile base and the another side for being bonded beam forms, the activity
Back cord is supported between the ambulatory splint and the mobile base.
By using above-mentioned technical proposal, loose collar is sheathed on the design of load-bearing part, so that loose collar is slided along load-bearing part
When process it is more stable, and loose collar is not easy to be detached from load-bearing part from non-slip direction, and structure is relatively firm；Mobile base simultaneously
There is biggish contact area with loose collar, when so that mobile base being fixed on loose collar, stability is improved, and ambulatory splint increases
Contact area with beam forms side so that ambulatory splint to the chucking power of beam forms more evenly, movable back cord improves work
The overall structural strength of dynamic card, further improves stability, the movable card structure of above-mentioned design is simple, easy to make, labor and materials
It is at low cost.
The present invention is further arranged to, and the side of the load-bearing part offers multiple first pin holes, the loose collar
The second pin hole is offered on side；
The fastener includes: pin and selling sheet, and the pin passes through first pin hole, second pin hole, described
One end of pin is equipped with lug cap, and the other end of the pin is equipped with selling sheet hole, the selling sheet be threaded through in the selling sheet hole with
The pin is prevented to slide out first pin hole and second pin hole.
By using above-mentioned technical proposal, when needing to determine active fixing on the load bearing member using fastener, first by pin
Nail makes lug cap and active card on pin on pin while contact across corresponding first pin hole, the second pin hole
Selling sheet hole pass through the other side of loose collar and stretch out, then selling sheet is inserted in selling sheet hole, prevents pin from sliding out the first pin
Hole, the second pin hole；At the position for needing to adjust active card, it is only necessary to selling sheet is extracted, by pin from the first pin hole, second
Extraction in pin hole；The fastener constructions of this structure design are simple, easy to make, connect firm and facilitate operator
It uses, reduces the adjustment time of operator, improve construction efficiency.
The present invention is further arranged to, and the load-bearing part is rectangle steel square tube.
By using above-mentioned technical proposal, rectangle steel square tube is from a wealth of sources, has ready-made profile to supply on the market, materials side
Just, structural strength is high, increases the service life of Form beam bottom secondary joist indirectly.
The present invention is further arranged to, and the fixing card and the active card are by steel integrally casting shaping.
By using above-mentioned technical proposal, steel structural strength with higher is unlikely to deform, and integrally casting shaping
Fixing card and active card, compared with molding mode is welded and fixed, structural strength is higher.
The purpose of the present invention two is to provide a kind of beam forms constructing structure, and the side of original flitch support beam forms is substituted
Case, has that construction is simple is high-efficient, save timber, is not easy to manufacture that pollution form construction, construction material are at low cost, structural strength is high is not easy
Deformation is difficult to happen the advantages of mould that rises quick-fried mould phenomenon.
Above-mentioned purpose two of the invention has the technical scheme that a kind of beam forms constructing structure, packet
It includes: several such as above-mentioned Form beam bottom secondary joist, beam forms, several main joists and jacking component；
The beam forms includes: beam side plate and beam bottom plate, and the upper surface of the load-bearing part is connected to below the beam bottom plate, institute
It states main joist to be connected to below the load-bearing part, the jacking modular support is below the main joist.
It constructs in conjunction with many advantages of above-mentioned Form beam bottom secondary joist in the beam forms by using above-mentioned technical proposal
When structure construction, same construction is simple is high-efficient, save timber, is not easy to manufacture that pollution form construction, construction material are at low cost, structure is strong
Degree height is not easy deformation, is difficult to happen the quick-fried mould phenomenon of the mould that rises, while by main joist, jacking component to beam forms, Form beam bottom time
Keel carry out stablizing support, and structure is more secured.
The present invention is further arranged to, and the jacking component includes: prop head, adjusts screw rod, adjusting nut and steel pipe, institute
It states prop head and abuts main joist described in support, it is described to adjust the lower surface that the prop head is fixed at the top of screw rod, the adjusting silk
The bottom of bar is freely rotated in the steel pipe, and the adjusting nut and the adjusting wire rod thread assemble, the adjusting nut
Bottom and the steel pipe at the top of abut against.
By using above-mentioned technical proposal, the upright bar of interior scaffold is can be directly used in steel pipe, since prop head is by main joist
Limitation, and adjust one end of screw rod and prop head is fixed, thus when rotating adjusting nut, in conjunction with steel pipe top abutting in adjusting
The bottom of nut adjusts screw rod lifting to can drive, to realize in the lower half portion stretching or retraction steel pipe that adjust screw rod,
To realize the level height for adjusting beam forms indirectly.
The present invention is further arranged to, and there are two the nut handles being arranged symmetrically for the periphery wall setting of the adjusting nut.
By using above-mentioned technical proposal, nut handle, which facilitates staff to apply on adjusting nut, makes its rotation
It is more simple and convenient to adjust operation for power.
The purpose of the present invention three is to provide a kind of beam die plate reinforcing method, and the side of original flitch support beam forms is substituted
Case, has that construction is simple is high-efficient, save timber, is not easy to manufacture that pollution form construction, construction material are at low cost, structural strength is high is not easy
Deformation is difficult to happen the advantages of mould that rises quick-fried mould phenomenon.
Above-mentioned purpose three of the invention has the technical scheme that a kind of beam die plate reinforcing method, base
In above-mentioned beam forms constructing structure, the beam die plate reinforcing method includes:
Step 1: adjusting position of the active card on the load-bearing part, and the active card is made to cooperate the fixing card by beam
The beam side plate of template clamps；
Step 2: the active fixing is scheduled on the load-bearing part using the fastener；
Step 3: the main joist is connected to below the load-bearing part of Form beam bottom secondary joist；
Step 4: adjusting nut is screwed to adjust the adjusting screw rod and stretch out the length of the steel pipe, to drive the main dragon
Bone goes up and down and realizes the level height of adjustment beam forms.
The beam forms is being used in conjunction with many advantages of above-mentioned beam forms constructing structure by using above-mentioned technical proposal
When reinforcement means, same construction is simple is high-efficient, save timber, is not easy to manufacture that pollution form construction, construction material are at low cost, structure is strong
Degree height is not easy deformation, is difficult to happen the quick-fried mould phenomenon of the mould that rises, while by main joist, jacking component to beam forms, Form beam bottom time
Keel carry out stablizing support, and structure is more secured, and can be convenient by screwing adjusting nut and quickly adjust beam form
The level height of plate.
In conclusion advantageous effects of the invention are as follows:
First, adjusting the position of active card on the load bearing member when using the Form beam bottom secondary joist, active card being adjusted to predetermined
Behind position, active fixing is determined on the load bearing member using fastener, so that active card cooperates fixing card by beam form board clamping,
The Form beam bottom secondary joist can adjust the distance between active card and fixing card, Jin Erneng according to the developed width size of beam forms
Beam forms is firmly fixedly clamped in the case where not increasing fitted component step by step, construction is simple is high-efficient, and active card with
Fixing card mutual cooperation clamps beam forms and plays the function of replacing fitted component step by step, so that the equally stable safety of beam forms, simultaneously
The product can substitute the conventional construction scheme of flitch support completely, will not only consume a large amount of timber resources, will not manufacture greatly
It measures building waste and pollutes environment, and structural strength height is not easy deformation, can recycle (as many as 100 times), save big
The construction material cost of amount, it is difficult to which the quick-fried mould phenomenon of the mould that rises makes beam bottom concrete body surface face be less prone to undaform bumps not indirectly
Equality common fault improves the quality of major project perception；
Second, loose collar is sheathed on the design of load-bearing part, so that process is more stable when loose collar is slided along load-bearing part, and living
Rotating ring is not easy to be detached from load-bearing part from non-slip direction, and structure is relatively firm；Mobile base has biggish contact with loose collar simultaneously
Area, when so that mobile base being fixed on loose collar, stability is improved, and ambulatory splint increases and the contact of beam forms side
Area so that ambulatory splint to the chucking power of beam forms more evenly, movable back cord improves the overall structural strength of active card, into
One step improves stability, and the movable card structure of above-mentioned design is simple, and easy to make, flat cost is low.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention one；
Fig. 2 is the structural schematic diagram of fastener in the embodiment of the present invention one；
Fig. 3 is the structural schematic diagram of the embodiment of the present invention two；
Fig. 4 is the flow diagram of the embodiment of the present invention three.
Appended drawing reference: 1, Form beam bottom secondary joist；11, load-bearing part；111, the first pin hole；12, fixing card；121, fixed
Clamping plate；122, firm banking；123, fixed back cord；13, active card；131, loose collar；1311, the second pin hole；132, movable
Clamping plate；133, mobile base；134, movable back cord；14, fastener；141, pin；1411, lug cap；1412, selling sheet hole；
142, selling sheet；2, beam forms；21, beam side plate；22, beam bottom plate；3, main joist；4, jacking component；41, prop head；42, silk is adjusted
Bar；43, adjusting nut；431, nut handle；43, steel pipe.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment one:
It referring to Figure 1 and Figure 3, is a kind of Form beam bottom secondary joist disclosed by the invention, comprising: load-bearing part 11, fixing card 12, activity
Card 13 and fastener 14.Load-bearing part 11 is rectangle steel square tube, and rectangle steel square tube is from a wealth of sources, has ready-made profile to supply on the market
It answers, materials are convenient, and structural strength is high, increase the service life of Form beam bottom secondary joist 1 indirectly；Fixing card 12 and active card 13
By steel integrally casting shaping, steel structural strength with higher is unlikely to deform, and the fixing card of integrally casting shaping
12 and active card 13, compared with molding mode is welded and fixed, structural strength is higher.
For load-bearing part 11 to support beam forms 2, fixing card 12 is set to one end of load-bearing part 11,13 slidable fit of active card in
To cooperate fixing card 12 to clamp beam forms 2 on load-bearing part 11,14 activity of fastener is assemblied in load-bearing part 11, and fastener 14 is used for will
Active card 13 is locked on load-bearing part 11.
Fixing card 12 includes: that strap 121, firm banking 122 and fixed back cord 123, firm banking 122 are fixed on
The upper surface of load-bearing part 11, strap 121 is arranged vertically with firm banking 122 and the one side for being bonded beam forms 2, Gu
Determine back cord 123 to be supported between strap 121 and firm banking 122.
Firm banking 122 and load-bearing part 11 have biggish contact area, so that firm banking 122 is fixed on load-bearing part 11
When, stability improves, and strap 121 increases the contact area with 2 side of beam forms, so that strap 121 is to beam form
More evenly, fixed back cord 123 improves the overall structural strength of fixing card 12 to the chucking power of plate 2, further improves stability,
12 structure of fixing card of above-mentioned design is simple, and easy to make, flat cost is low.
Active card 13 includes: loose collar 131, ambulatory splint 132, mobile base 133 and movable back cord 134, loose collar
131 are sheathed on load-bearing part 11 to realize that slidable fit, mobile base 133 are fixed on the upper surface of loose collar 131, ambulatory splint
132 are arranged vertically with mobile base 133 and are used to be bonded the another side of beam forms 2, and movable back cord 134 is supported in ambulatory splint
Between 132 and mobile base 133.
Loose collar 131 is sheathed on the design of load-bearing part 11, so that process is more steady when loose collar 131 is slided along load-bearing part 11
It is fixed, and loose collar 131 is not easy to be detached from load-bearing part 11 from non-slip direction, and structure is relatively firm；Mobile base 133 and work simultaneously
Rotating ring 131 has biggish contact area, and when so that mobile base 133 being fixed on loose collar 131, stability is improved, activity folder
Plate 132 increases the contact area with 2 side of beam forms so that ambulatory splint 132 to the chucking power of beam forms 2 more evenly, it is living
Dynamic back cord 134 improves the overall structural strength of active card 13, further improves stability, 13 knot of active card of above-mentioned design
Structure is simple, easy to make, and flat cost is low.
It offers in multiple first pin hole 111(the present embodiment attached drawings in conjunction with the side of Fig. 1 and Fig. 2 load-bearing part 11 and is only in
Now be 5, in other embodiments can also be for 4,6,7 or more), the is offered on the side of loose collar 131
Two pin holes 1311；Fastener 14 includes: pin 141 and selling sheet 142, and pin 141 passes through the first pin hole 111, the second pin
Hole 1311, one end of pin 141 are equipped with lug cap 1411, and the other end of pin 141 is equipped with selling sheet hole 1412, and selling sheet 142 is worn
To prevent pin 141 from sliding out the first pin hole 111 and the second pin hole 1311 in selling sheet hole 1412.
When needing that active card 13 is fixed on load-bearing part 11 using fastener 14, first pin 141 is passed through corresponding
First pin hole 111, the second pin hole 1311 make lug cap 1411 and active card 13 on pin 141 make pin while contact
The other side that selling sheet hole 1412 on nail 141 passes through loose collar 131 is stretched out, then selling sheet 142 is inserted in selling sheet hole 1412, makes pin
Nail 141 cannot slide out the first pin hole 111, the second pin hole 1311；When needing to adjust the position of active card 13, it is only necessary to
Selling sheet 142 is extracted, pin 141 is extracted out out of the first pin hole 111, the second pin hole 1311；This structure design
14 structure of fastener is simple, easy to make, connects firm and operator is facilitated to use, when reducing the adjustment of operator
Between, improve construction efficiency.
The implementation principle of the present embodiment are as follows: when using the Form beam bottom secondary joist 1, adjust active card 13 on load-bearing part 11
Position, after active card 13 is adjusted to predetermined position, active card 13 is fixed on load-bearing part 11 using fastener 14, in turn
So that active card 13 cooperates fixing card 12 to clamp beam forms 2, which can be according to the practical width of beam forms 2
It spends size and adjusts the distance between active card 13 and fixing card 12, and then can be in the case where not increasing fitted component step by step by beam form
Plate 2 is firmly fixedly clamped, and construction is simple is high-efficient, and active card 13 clamps beam forms 2 with the mutual cooperation of fixing card 12 and rises
To the function of replacing fitted component step by step, so that beam forms 2 equally stablizes safety, while the product can substitute flitch support completely
Conventional construction scheme, will not only consume a large amount of timber resources, a large amount of building wastes pollution environment will not be manufactured, but also structure
Intensity height is not easy deformation, can recycle (as many as 100 times), saves a large amount of construction material cost, it is difficult to rise
The quick-fried mould phenomenon of mould makes beam bottom concrete body surface face be less prone to the common faults such as undaform is uneven indirectly, improves major project perception
Quality.
Embodiment two:
It is a kind of beam forms constructing structure disclosed by the invention, comprising: three groups of moulds as described in embodiment one referring to Fig. 3
Plate-girder bottom secondary joist 1, beam forms 2, several main joists 3 and jacking component 4.Beam forms 2 includes: beam side plate 21 and beam bottom plate
22, the upper surface of load-bearing part 11 is connected to below beam bottom plate 22, and main joist 3 is connected to below load-bearing part 11, jacking component 4
It is supported in below main joist 3.
In conjunction with many advantages of above-mentioned Form beam bottom secondary joist 1, in beam forms constructing structure construction, same construction letter
It is single it is high-efficient, save timber, be not easy to manufacture that pollution form construction, construction material are at low cost, structural strength is high is not easy deformation, is difficult to happen
The quick-fried mould phenomenon of the mould that rises, while beam forms 2, Form beam bottom secondary joist 1 are carried out stablizing support by main joist 3, jacking component 4,
Structure is more secured.
Jacking component 4 includes: prop head 41, adjusts screw rod 42, adjusting nut 43 and steel pipe 43, and prop head 41 abuts support master
The lower surface of prop head 41 is fixed at keel 3, the top for adjusting screw rod 42, and the bottom for adjusting screw rod 42 freely turns in steel pipe 43
Dynamic, adjusting nut 43 and adjusting 42 Screw assembly of screw rod, the bottom of adjusting nut 43 and the top of steel pipe 43 abut against.Steel pipe 43
The upright bar that interior scaffold can be directly used since prop head 41 is limited by main joist 3, and adjusts one end and the prop head 41 of screw rod 42
It is fixed, to be pushed against in conjunction with the top of steel pipe 43 in the bottom of adjusting nut 43, to can drive when rotating adjusting nut 43
It adjusts screw rod 42 to go up and down, to realize in the lower half portion stretching or retraction steel pipe 43 that adjust screw rod 42, be adjusted to realize indirectly
Save the level height of beam forms 2.
There are two the nut handle 431 being arranged symmetrically, nut handle 431 facilitates work for the periphery wall setting of adjusting nut 43
Personnel apply the power for rotating it on adjusting nut 43, and it is more simple and convenient to adjust operation
Embodiment three:
It is a kind of beam die plate reinforcing method disclosed by the invention, based on beam forms described in embodiment two referring to Fig. 3 and Fig. 4
Constructing structure, beam die plate reinforcing method include: step 1: adjusting position of the active card 13 on load-bearing part 11, make active card 13
Cooperation fixing card 12 clamps the beam side plate 21 of beam forms 2；Step 2: active card 13 is fixed on load-bearing part using fastener 14
On 11；Step 3: main joist 3 is connected to below the load-bearing part 11 of Form beam bottom secondary joist 1；Step 4: adjusting nut is screwed
43 adjust the length of the stretching steel pipe 43 of screw rod 42 to adjust, to drive main joist 3 to go up and down and realize the level of adjustment beam forms 2
Highly.
In conjunction with many advantages of above-mentioned beam forms constructing structure, when using the beam die plate reinforcing method, same construction letter
It is single it is high-efficient, save timber, be not easy to manufacture that pollution form construction, construction material are at low cost, structural strength is high is not easy deformation, is difficult to happen
The quick-fried mould phenomenon of the mould that rises, while beam forms 2, Form beam bottom secondary joist 1 are carried out stablizing support by main joist 3, jacking component 4,
Structure is more secured, and can be convenient the level height for quickly adjusting beam forms 2 by screwing adjusting nut 43.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (10)
1. a kind of Form beam bottom secondary joist characterized by comprising load-bearing part (11), fixing card (12), active card (13) and
Fastener (14)；
For the load-bearing part (11) to support beam forms (2), the fixing card (12) is set to the one end of the load-bearing part (11), institute
State active card (13) slidable fit on the load-bearing part (11) with cooperate the fixing card (12) clamp beam forms (2), it is described
Fastener (14) activity is assemblied in the load-bearing part (11), and the fastener (14) is for the active card (13) to be locked
In on the load-bearing part (11).
2. Form beam bottom according to claim 1 secondary joist, which is characterized in that the fixing card (12) includes: fixing clamp
Plate (121), firm banking (122) and fixation back cord (123), the firm banking (122) are fixed on the load-bearing part (11)
Upper surface, the strap (121) is arranged vertically with the firm banking (122) and for being bonded the one of beam forms (2)
Side, the fixed back cord (123) are supported between the strap (121) and the firm banking (122).
3. Form beam bottom according to claim 1 secondary joist, which is characterized in that the active card (13) includes: loose collar
(131), ambulatory splint (132), mobile base (133) and movable back cord (134), the loose collar (131) are sheathed on described
To realize slidable fit on load-bearing part (11), the mobile base (133) is fixed on the upper surface of the loose collar (131), institute
The another side that ambulatory splint (132) was arranged vertically with the mobile base (133) and was used to be bonded beam forms (2) is stated, it is described
Movable back cord (134) is supported between the ambulatory splint (132) and the mobile base (133).
4. Form beam bottom according to claim 3 secondary joist, which is characterized in that the side of the load-bearing part (11) offers
Multiple first pin holes (111) offer the second pin hole (1311) on the side of the loose collar (131)；
The fastener (14) includes: pin (141) and selling sheet (142), and the pin (141) passes through first pin hole
(111), one end of second pin hole (1311), the pin (141) is equipped with lug cap (1411), the pin (141)
The other end be equipped with selling sheet hole (1412), the selling sheet (142) is threaded through in the selling sheet hole (1412) to prevent the pin
(141) first pin hole (111) and second pin hole (1311) are slid out.
5. Form beam bottom according to claim 1 secondary joist, which is characterized in that the load-bearing part (11) is rectangle steel side
Pipe.
6. Form beam bottom according to claim 1 secondary joist, which is characterized in that the fixing card (12) and the active card
(13) by steel integrally casting shaping.
7. a kind of beam forms constructing structure characterized by comprising several moulds as described in any one of claim 1-6
Plate-girder bottom secondary joist (1), beam forms (2), several main joists (3) and jacking component (4)；
The beam forms (2) includes: beam side plate (21) and beam bottom plate (22), and the upper surface of the load-bearing part (11) is connected to described
Below beam bottom plate (22), the main joist (3) is connected to below the load-bearing part (11), jacking component (4) support
Below the main joist (3).
8. beam forms constructing structure according to claim 7, which is characterized in that the jacking component (4) includes: prop head
(41), screw rod (42), adjusting nut (43) and steel pipe (43) are adjusted, the prop head (41) abuts main joist (3) described in support,
Described to adjust the lower surface that the prop head (41) are fixed at the top of screw rod (42), the bottom for adjusting screw rod (42) is described
It is freely rotated in steel pipe (43), the adjusting nut (43) and adjusting screw rod (42) Screw assembly, the adjusting nut
(43) it is abutted against at the top of bottom and the steel pipe (43).
9. beam forms constructing structure according to claim 8, which is characterized in that the periphery wall of the adjusting nut (43) is set
The nut handle (431) being arranged symmetrically there are two setting.
10. a kind of beam die plate reinforcing method, which is characterized in that based on the construction of beam forms described in any one of claim 8-9
Structure, beam forms (2) reinforcement means include:
Step 1: adjusting position of the active card (13) on the load-bearing part (11), and the active card (13) is made to cooperate institute
Fixing card (12) is stated to clamp the beam side plate (21) of beam forms (2)；
Step 2: the active card (13) is fixed on the load-bearing part (11) using the fastener (14)；
Step 3: the main joist (3) is connected to the load-bearing part (11) of Form beam bottom secondary joist (1) below；
Step 4: screwing adjusting nut (43) to adjust the length that adjusting screw rod (42) stretches out the steel pipe (43), thus
It drives the main joist (3) to go up and down and realizes the level height of adjustment beam forms (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910020667.0A CN109736566A (en) | 2019-01-09 | 2019-01-09 | Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910020667.0A CN109736566A (en) | 2019-01-09 | 2019-01-09 | Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109736566A true CN109736566A (en) | 2019-05-10 |
Family
ID=66364265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910020667.0A Pending CN109736566A (en) | 2019-01-09 | 2019-01-09 | Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing method |
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| CN (1) | CN109736566A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424723A (en) * | 2019-07-31 | 2019-11-08 | 浙江圣奥家具制造有限公司 | Beam slab modular system for clear water concrete placings |
| CN110700105A (en) * | 2019-10-21 | 2020-01-17 | 中交一公局第七工程有限公司 | Synchronous construction method for high pier column and tie beam and template used in same |
| CN112431406A (en) * | 2020-11-10 | 2021-03-02 | 中土(苏州)工程建设有限公司 | Beam side template reinforcing frame |
| CN115126232A (en) * | 2022-06-30 | 2022-09-30 | 陕西帕源路桥建设有限公司 | Beam body pouring mold |
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| CN201507114U (en) * | 2009-09-22 | 2010-06-16 | 马荣全 | Supporting structure of building roofs and beam formworks |
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| CN207988492U (en) * | 2018-01-16 | 2018-10-19 | 广州市快易模板工程有限公司 | A kind of strip Quick Release support system for beam |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424723A (en) * | 2019-07-31 | 2019-11-08 | 浙江圣奥家具制造有限公司 | Beam slab modular system for clear water concrete placings |
| CN110700105A (en) * | 2019-10-21 | 2020-01-17 | 中交一公局第七工程有限公司 | Synchronous construction method for high pier column and tie beam and template used in same |
| CN112431406A (en) * | 2020-11-10 | 2021-03-02 | 中土(苏州)工程建设有限公司 | Beam side template reinforcing frame |
| CN112431406B (en) * | 2020-11-10 | 2022-02-22 | 中土(苏州)工程建设有限公司 | Beam side template reinforcing frame |
| CN115126232A (en) * | 2022-06-30 | 2022-09-30 | 陕西帕源路桥建设有限公司 | Beam body pouring mold |
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Application publication date: 20190510 |
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