CN106481074A - Cast-in-situ concrete beam die clamper and concrete cast-in-situ beam mould - Google Patents
Cast-in-situ concrete beam die clamper and concrete cast-in-situ beam mould Download PDFInfo
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- CN106481074A CN106481074A CN201611170420.XA CN201611170420A CN106481074A CN 106481074 A CN106481074 A CN 106481074A CN 201611170420 A CN201611170420 A CN 201611170420A CN 106481074 A CN106481074 A CN 106481074A
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- 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
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention relates to building mould field, aim to solve the problem that the problem of Cast-in-situ Beam mould assembling sectional dimension that is complicated and being inconvenient to the beam for adjusting be molded in prior art, a kind of cast-in-situ concrete beam die clamper is provided, which includes orbital member and two holders with clamping face.The clamping face of two holders is relative, and limits jointly grasping part.Two holders are snug fit at orbital member respectively and can slide along the bearing of trend of orbital member, to reduce or expand grasping part.Cast-in-situ concrete beam die clamper also has for respect to the locking mechanism for sliding between locking or releasable clamps and orbital member.Present invention additionally comprises a kind of concrete cast-in-situ beam mould for possessing the cast-in-situ concrete beam die clamper.The invention has the beneficial effects as follows constituting simple, supporting ＆ stablizing, the convenient sectional dimension for adjusting be molded beam.
Description
Technical field
The present invention relates to building mould field, in particular to a kind of cast-in-situ concrete beam die clamper.The present invention is also related to
And a kind of concrete cast-in-situ beam mould with cast-in-situ concrete beam die clamper
Background technology
Concrete mold is the instrument for formation of concrete component.Different according to the structure of required shaping, which may make up
The cast-in-place concrete mould such as beam, post, wall, wellhole.
There is fixture inconvenience adjusting size in existing concrete mold, and the assembling of mould itself is complicated, it is impossible to enough tune
The problem of the sectional dimension of the be molded beam of section.
Content of the invention
The present invention is intended to provide a kind of cast-in-situ concrete beam die clamper, to solve concrete cast-in-situ beam form of the prior art
Clamp structure is complicated, it is impossible to suitable for clamping the problem of the Cast-in-situ Beam of different cross section.
Another object of the present invention is to providing a kind of cast-in-situ concrete beam for possessing above-mentioned cast-in-situ concrete beam die clamper
Mould.
Embodiments of the invention are realized in：
A kind of cast-in-situ concrete beam die clamper, it include orbital member and two holders with clamping face.Two clampings
The clamping face of part is relative, and limits jointly grasping part.Two holders are snug fit at orbital member can be along track respectively
The bearing of trend of part slides, to reduce or expand grasping part.Cast-in-situ concrete beam die clamper also has for locking or release
With respect to the locking mechanism for sliding between holder and orbital member.
Further：
Orbital member is made up of the first channel-section steel.The two ends of the first channel-section steel are respectively welded one first connecting plate of connection.Each first
Connecting plate is respectively equipped with least two the first spaced connecting holes；Holder includes the second channel-section steel, the 3rd channel-section steel and two
Straight steel bar.3rd channel-section steel vertical welding is connected to one end of the lateral surface of the diapire of the second channel-section steel, and both form a L-type knot
Structure, and the lateral surface of the diapire of the 3rd channel-section steel alignd with the side of the second channel-section steel, collectively forms clamping face；The two ends of straight steel bar are divided
The second channel-section steel and the 3rd channel-section steel is not welded to connect, forms the holder with a triangular structure of right angle；Second channel-section steel can be slided
The outside of first channel-section steel is placed on dynamicly；The side wall of the first channel-section steel is provided with a row and extends along the spaced location hole in direction, the
The side wall of two channel-section steels is connected with the locking pin for coordinating location hole.Location hole and locking pin collectively form locking mechanism.
A kind of concrete cast-in-situ beam mould, it include that supporting construction, two side molds, bed die tool and rows are set along first
Determine the aforementioned cast-in-situ concrete beam die clamper of direction arrangement；Supporting construction is supported in the lower surface of orbital member；Bed die tool and side form
Tool is respectively arranged in grasping part, and bed die tool is supported in the upper surface of orbital member, and two side molds are respectively supported at bed die
The upper surface of tool the clamping face of two orbital members of fitting respectively；The relative surface structure of the upper surface of bed die tool and two side molds
Become the forming cavity for being molded beam.
Further：
Bed die tool be the platy structure being combined into by some 4th channel-section steels, the side wall support of each the 4th channel-section steel in orbital member,
The lateral surface of the diapire of each the 4th channel-section steel is concordant, collectively forms the bottom surface for formation of concrete Cast-in-situ Beam.
Further：
Side mold is the platy structure being combined into by some 5th channel-section steels, and a side wall support of each the 5th channel-section steel is in bed die
The upper surface of tool.Two side molds are fitted two clamping faces respectively, and the lateral surface of the diapire of each the 5th channel-section steel is constituted and is used for
The side of formation of concrete Cast-in-situ Beam.
Further：
Concrete cast-in-situ beam mould is used for being molded girder.Side mold includes the first spaced side plate and the second side plate,
Have between first side plate and the second side plate, for accommodating the breach that auxiliary girder passes through.
Further：
The two ends of the 4th channel-section steel and the 5th channel-section steel are connected to the second connecting plate, each second connecting plate be respectively equipped with to
Few two the second spaced connecting holes.
Further：
The lower end of each orbital member is supported by two support feets respectively, and each support feet collectively forms supporting construction.Each
Support feet all includes that pipe, down tube and pipe clamp, down tube and upper pipe slide axially and cooperatively forms telescopic rod, manages in pipe clamp connection
And down tube, and for locking or unclamping the relative position of top tube and down tube.
Further：
The upper end of each support feet is connected to the lower surface of the orbital member, and lower end inclines laterally, makes two support feets
In splayed.
Further：
Two angles between support feet and perpendicular for being supported in same orbital member are 5 ° to 15 °.
Cast-in-situ concrete beam die clamper in the present embodiment is can adjust by two holders that are slidably matched in rail part
Spacing between the clamping face of two holders, so as to adjust the size of grasping part, fits the cast-in-situ concrete beam die clamper
Answer the clamping of the beams of concrete of different cross section size；
Concrete cast-in-situ beam mould in the present embodiment has and constitutes the be molded beam of simple, supporting ＆ stablizing, convenient adjustment
Sectional dimension beneficial effect.
Description of the drawings
In order to be illustrated more clearly that the technical scheme of the embodiment of the present invention, below by to be used attached needed for embodiment
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, and it is right to be therefore not construed as
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other related accompanying drawings.
Fig. 1 is the structural representation of the cast-in-situ concrete beam die clamper in the embodiment of the present invention one；
Fig. 2 is the structural representation of the concrete cast-in-situ beam mould in the embodiment of the present invention two；
Fig. 3 is the schematic diagram of the spreading mode of the 4th channel-section steel in the embodiment of the present invention two；
Fig. 4 is the structural representation of the support feet in the embodiment of the present invention two.
Icon：001- concrete cast-in-situ beam mould；The first direction initialization of 011-；012- forming cavity；100- concrete cast-in-situ
Beam form fixture；101- grasping part；102- bearing of trend；110- orbital member；The first channel-section steel of 110a-；The first connecting plate of 111-；
The first connecting hole of 111a-；120- holder；The second channel-section steel of 121-；The 3rd channel-section steel of 122-；The straight steel bar of 123-；129- clamping face；
130- locking mechanism；131- location hole；132- locking pin；600- connecting rod；700- bed die has；The 4th channel-section steel of 710-；711- second
Connecting plate；The second connecting hole of 711a-；800- side mold；The 5th channel-section steel of 810-；The first side plate of 820-；The second side plate of 830-；840-
Breach；900- supporting construction；910- support feet；Manage on 911-；912- down tube；913- pipe clamp.
Specific embodiment
Purpose, technical scheme and advantage for making the embodiment of the present invention is clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
The a part of embodiment of the present invention, rather than whole embodiments.The present invention generally described and illustrated in accompanying drawing herein is implemented
The component of example can be arranged and be designed with a variety of configurations.
Therefore, the detailed description of embodiments of the invention below to providing in the accompanying drawings is not intended to limit claimed
The scope of the present invention, but be merely representative of the selected embodiment of the present invention.Based on the embodiment in the present invention, this area is common
The every other embodiment obtained under the premise of creative work is not made by technical staff, belongs to the model of present invention protection
Enclose.
It should be noted that：Similar label and letter represent similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then which need not be defined further and explain in subsequent accompanying drawing.
In describing the invention, if it should be noted that occur term " " center ", " on ", D score, "left", "right",
The orientation of instruction such as " vertical ", " level ", " interior ", " outward " or position relationship be based on orientation shown in the drawings or position relationship,
Or the invention product using when the orientation usually put or position relationship, be for only for ease of the description present invention and simplification retouched
State, rather than indicate or the hint device of indication or element must with specific orientation, with specific azimuth configuration and operation,
Therefore it is not considered as limiting the invention.If additionally, occur term " first ", " second " etc. in description of the invention only using
Describe in distinguishing, and it is not intended that indicating or hint relative importance.
If additionally, occur the term such as term " level ", " vertical " in description of the invention to be not offered as requiring that part is absolute
Level or pendency, but can be slightly tilted.As " level " only refers to for its direction relative " vertical " more level, not
It is to represent that the structure must be fully horizontal, but can be slightly tilted.
In describing the invention, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, if there is term
" setting ", " installation ", " being connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected, or detachably connecting
Connect, or be integrally connected；Can be mechanically connected, or electrically connect；Can be joined directly together, it is also possible to by middle matchmaker
Jie is indirectly connected to, and can be the connection of two element internals.For the ordinary skill in the art, can be with concrete condition
Understand above-mentioned term concrete meaning in the present invention.
Embodiment one
Fig. 1 is the structural representation of the cast-in-situ concrete beam die clamper 100 in the embodiment of the present invention one.Fig. 1 is referred to, this
Cast-in-situ concrete beam die clamper 100 in embodiment includes orbital member 110 and two holders 120 with clamping face 129.Two
The clamping face 129 of individual holder 120 is relative, and limits jointly grasping part 101.Two holders 120 are snug fit at respectively
Orbital member 110 simultaneously can be slided along the bearing of trend 102 of orbital member 110, to reduce or expand grasping part 101.
By two holders 120 that slide in rail part 110, can adjust between the clamping face 129 of two holders 120
Spacing, so as to adjust the size of grasping part 101, make the cast-in-situ concrete beam die clamper 100 adapt to different cross section size
The clamping of beams of concrete.
Cast-in-situ concrete beam die clamper 100 also has for relative between locking or releasable clamps 120 and orbital member 110
The locking mechanism 130 of slip.
Processing for convenience of the holder 120 in the present embodiment and orbital member 110, it is preferable that in the present embodiment
Orbital member 110 is made up of the first channel-section steel 110a.The two ends of the first channel-section steel 110a are respectively welded one first connecting plate 111 of connection.Respectively
Individual first connecting plate 111 is respectively equipped with least two the first spaced connecting hole 111a.Holder 120 includes the second channel-section steel
121st, the 3rd channel-section steel 122 and two straight steel bars 123.3rd channel-section steel, 122 vertical welding is connected to the outer of the diapire of the second channel-section steel 121
One end of side, both form a L-type structure, and the side of the lateral surface of the diapire of the 3rd channel-section steel 122 and the second channel-section steel 121
Alignment, collectively forms clamping face 129.The two ends of straight steel bar 123 are respectively welded the second channel-section steel 121 of connection and the 3rd channel-section steel 122, shape
Become the holder 120 with a triangular structure of right angle.Straight steel bar 123 in the present embodiment has two, two straight steel bars 123
Connect the both sides of the second channel-section steel 121 and the 3rd channel-section steel 122 respectively, the width of the second channel-section steel 121 is more than the width of the 3rd channel-section steel 122
Degree, the lateral surface of two straight steel bars 123 are just concordant with the lateral surface of the side wall of the second channel-section steel 121.Second channel-section steel 121 is slidably
Be placed on the outside of the first channel-section steel 110a.The side wall of the first channel-section steel 110a is provided with a row, and to extend along direction 102 spaced
Location hole 131, the side wall of the second channel-section steel 121 are connected with the locking pin 132 for coordinating location hole 131.Preferably, locking pin 132
Lock position and the position on the side wall of the second channel-section steel 121 just to the 3rd channel-section steel 122 is arranged at, i.e., near the second channel-section steel 121 and
The near intersections of three channel-section steels 122, so when the upper end of holder 120 is subject to the outside thrust of poured concrete, locking
Pin 132 can keep the relative position of the second channel-section steel 121 and orbital member 110 well, it is to avoid 120 stress of holder is turned-out
Turn.Certainly, when the required depth of beam for pouring is larger be, can also by arrange connection two 120 upper ends of holder pull bar come
The rigidity of further reinforcement structure, it is ensured that two clamping faces 129 are not subjected to displacement, affects the size of be molded beam.Pull bar
Set-up mode can be that the width of the length of pull bar and the beam for being poured is equal, the two ends of pull bar are respectively perpendicular company before pouring
It is connected on the upper end of the 3rd relative channel-section steel 122 of two holders 120.Its connected mode can be distinguished at the two ends of pull bar
Hole is threaded, and perforate is corresponded in the upper end of each the 3rd channel-section steel 122, and is passed through perforate using screw from outside, and connects drawing
The corresponding screwed hole of bar, pull bar is fixedly connected on the upper end of holder 120.In this way, can be accurate by the length of pull bar
The thickness of control beam, and avoid holder 120 from deforming or displacement because of the thrust by poured concrete, impact shaping
The sectional dimension of beam.After the completion of beam is poured, the connection between the i.e. separable pull bar of screw and the 3rd channel-section steel 122 is pulled down.Pull bar can
It is retained in beam.Location hole 131 and locking pin 132 collectively form locking mechanism 130.When needing to adjust two holders 120
During spacing, can first take out locking pin 132, then in rail part 110 slidable holding member 120 to desired position, then by lock
Tight pin 132 locks two holders 120, makes both be maintained at a new position, so as to realize adjusting two holders 120
Spacing.Constituted using the first channel-section steel 110a in the preferred version middle orbit part 110, holder 120 is by the second channel-section steel the 121, the 3rd
Channel-section steel 122 and two straight steel bars 123 are constituted, and which is the section bar of standard, facilitates structure design, processing, and separate room processing cost
Cheap, advantageously reduce processing cost.Also, due to being standard sections, which easily can be replaced, so in composition, this mixes
When the part of solidifying soil Cast-in-situ Beam die clamper 100 constitutes structural failure, it is convenient to obtain replacing part, it is to avoid whole concrete cast-in-situ
Beam form fixture 100 cannot be used.
Embodiment two
Fig. 2 is the structural representation of the concrete cast-in-situ beam mould 001 in the embodiment of the present invention two.Refer to Fig. 2, this reality
Applying the concrete cast-in-situ beam mould 001 in example includes that supporting construction 900, bed die has 700, two side molds 800 and a row edge
First direction initialization 011 arrange as the cast-in-situ concrete beam die clamper 100 in embodiment one.Supporting construction 900 is supported in rail
The lower surface of road part 110.Bed die tool 700 and side mold 800 are respectively arranged in grasping part 101, and bed die tool 700 is supported in
The upper surface of orbital member 110, two side molds 800 are respectively supported at the upper surface of bed die tool 700 two tracks of fitting respectively
The clamping face 129 of part 110.Bed die tool 700 upper surface and two side molds 800 with respect to surface constitute for being molded becoming for beam
Die cavity 012.
When concrete cast-in-situ beam mould 001 in the present embodiment is assembled, supporting construction 900 and cast-in-situ concrete beam is first installed
Die clamper 100, then bed die tool 700 is supported in the upper surface of orbital member 110, two 800 compartment of terrains of side mold is coordinated
On the clamping face 129 of corresponding holder 120, two relative surfaces of side mold 800 constitute the forming cavity 012 for being molded beam.
In the preferred embodiment of the present embodiment, bed die tool 700 is the platy structure being combined into by some 4th channel-section steels 710,
, in orbital member 110, the lateral surface of the diapire of each the 4th channel-section steel 710 is concordant, common structure for the side wall support of each the 4th channel-section steel 710
Become the bottom surface for the cast-in-situ concrete beam being molded.
Side mold 800 is the platy structure being combined into by some 5th channel-section steels 810, a side wall of each the 5th channel-section steel 810
It is supported in the upper surface of bed die tool 700.Two side molds 800 are fitted two clamping faces 129, and each the 5th channel-section steel 810 respectively
Diapire lateral surface constitute for be molded cast-in-situ concrete beam side.
Concrete cast-in-situ beam mould 001 in the present embodiment can be used to be molded girder.Side mold 800 includes spaced
First side plate 820 and the second side plate 830, with for lacking of accommodating that auxiliary girder passes through between the first side plate 820 and the second side plate 830
Mouth 840.By the concrete cast-in-situ beam mould 001 in the present embodiment can be used to be molded girder and existing the concrete is constituted
Pour the breach 840 for being provided for accommodating that auxiliary girder passes through on the side mold 800 of beam mould 001.When needs while installing and girder phase
During the auxiliary girder of friendship, auxiliary girder mould can be installed, for pouring auxiliary girder by connecting other templates at breach 840.
In addition, bed die tool 700, side mold 800 is made up of the 4th channel-section steel 710 and the 5th channel-section steel 810 respectively, which is standard
Section bar, facilitate structure design, processing, and separate room low processing cost, advantageously reduce processing cost.Also, due to being mark
Pseudotype material, its easily can be replaced, and so constitute structural failure in the part for constituting the concrete cast-in-situ beam mould 001
When, it is convenient to obtain replacing part, it is to avoid whole concrete cast-in-situ beam mould 001 cannot be used.
Preferably, the two ends of the 4th channel-section steel 710 and the 5th channel-section steel 810 are connected to the second connecting plate 711, each
Two connecting plates 711 are respectively equipped with least two the second spaced connecting hole 711a.The purpose for arranging the second connecting plate 711 is
Facilitate the spreading of the 4th channel-section steel 710 or the 5th channel-section steel 810, its spreading mode refers to Fig. 3, by the two of two the 4th channel-section steels 710
End offsets, make the second connecting plate 711 of two the 4th channel-section steels 710 and its second connecting hole 711a relative, and by bolt from the
Two the second connecting plates 711 are linked together at two connecting hole 711a, so as to realize the spreading of two the 4th channel-section steels 710；The
The spreading mode of five channel-section steels 810 is identical with the spreading mode of the 4th channel-section steel 710.When the length of the beams of concrete for needing shaping is larger
When, the beam that multiple 4th channel-section steels 710 and 810 spreading of the 5th channel-section steel can be molded to needed for adapt to by above-mentioned spreading method
Length.
In addition, the connecting plate on the two ends of bed die tool 700 and side mold 800 has the second connecting hole 711a, may connect to
Other structures.For example when the two ends of the concrete cast-in-situ beam mould 001 are connected with the mould of cast-in-place post, can be bolted from
The mould of cast-in-place post is connected at second connecting hole 711a, with the structural stability of buttress brace.
Below the supporting construction 900 in the present embodiment is described.Continuing with referring to Fig. 2, each in the present embodiment
The lower end of orbital member 110 is supported by two support feets 910 respectively, and each support feet 910 collectively forms supporting construction 900.Please join
See Fig. 4, each support feet 910 all includes that pipe 911, down tube 912 and pipe clamp 913, down tube 912 and upper pipe 911 slide axially
Telescopic rod, the upper pipe 911 of the connection of pipe clamp 913 and down tube 912 is cooperatively formed, and for locking or unclamps upper pipe 911 and down tube 912
Relative position.Alternatively, the length of the upper pipe 911 in the present embodiment may be configured as 2.0m, and the length of down tube 912 is set to
1.5m.
Referring again to Fig. 2, in a preferred embodiment of the invention, the upper end of each support feet 910 is connected to institute
The lower surface of orbital member 110 is stated, lower end inclines laterally, two support feets 910 are made in splayed.Further, it is supported in same
Angle between two support feets 910 of one orbital member 110 and perpendicular is 5 ° to 15 °, and the preferably angle is 10 °.
Two support feets 910 are in splayed, can improve stability of this structure along the bearing of trend 102 of orbital member 110, it is to avoid rollover；
While when angle is set to 10 °, the support feet 910 compared with length can be used to obtain enough lateral stabilities.
Connecting rod 600 can be connected between the support feet 910 for being connected to different orbital members 110, the company of inclination in the way of bridging
Connect each support feet 910 to be attached, to guarantee supporting construction 900 in the stability along the first direction initialization 011.
In sum, the cast-in-situ concrete beam die clamper 100 in the present embodiment is by being slidably matched two in rail part 110
Individual holder 120, can adjust the spacing between the clamping face 129 of two holders 120, so as to adjust the big of grasping part 101
Little, make the cast-in-situ concrete beam die clamper 100 adapt to the clamping of the beams of concrete of different cross section size；
Concrete cast-in-situ beam mould 001 in the present embodiment is molded with simple, supporting ＆ stablizing, convenient adjustment is constituted
The beneficial effect of the sectional dimension of beam.
The preferred embodiments of the present invention are the foregoing is only, the present invention is not limited to, for the skill of this area
For art personnel, the present invention can have various modifications and variations.All within the spirit and principles in the present invention, made any repair
Change, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (10)
1. a kind of cast-in-situ concrete beam die clamper, it is characterised in that：
The cast-in-situ concrete beam die clamper includes orbital member and two holders with clamping face；
The clamping face of two holders is relative, and limits jointly grasping part；
Two holders are snug fit at the orbital member respectively and can slide along the bearing of trend of the orbital member, with
Reduce or expand the grasping part；
The cast-in-situ concrete beam die clamper also has for locking or unclamps relative between the holder and the orbital member
The locking mechanism of slip.
2. cast-in-situ concrete beam die clamper according to claim 1, it is characterised in that：
The orbital member is made up of the first channel-section steel；The two ends of first channel-section steel are respectively welded and are connected with the first connecting plate；Each
First connecting plate is respectively equipped with least two the first spaced connecting holes；
The holder includes the second channel-section steel, the 3rd channel-section steel and two straight steel bars；
The 3rd channel-section steel vertical welding is connected to one end of the lateral surface of the diapire of second channel-section steel, and both form a L
Type structure, and the lateral surface of the diapire of the 3rd channel-section steel alignd with the side of second channel-section steel, collectively forms the clamping
Face；
The two ends of the straight steel bar are respectively welded connection second channel-section steel and the 3rd channel-section steel, are formed and have a right angle three
The holder of angular structure；
Second channel-section steel is slidably placed on the outside of first channel-section steel；
The side wall of first channel-section steel is provided with a row and extends along the spaced location hole in direction, the side wall of second channel-section steel
It is connected with the locking pin for coordinating the location hole；The location hole and the locking pin collectively form the locking mechanism.
3. a kind of concrete cast-in-situ beam mould, it is characterised in that：
The concrete cast-in-situ beam mould includes supporting construction, two side molds, bed die tool and rows along the first direction initialization
Cast-in-situ concrete beam die clamper described in any one of claim 1-2 of arrangement；
The supporting construction is supported in the lower surface of the orbital member；
The bed die tool and the side mold are respectively arranged in the grasping part, and bed die tool is supported in the track
The upper surface of part, two side molds are respectively supported at the upper surface of bed die tool the folder of two orbital members of fitting respectively
Hold face；
The upper surface of the bed die tool and two relative surfaces of side mold constitute the forming cavity for being molded beam.
4. concrete cast-in-situ beam mould according to claim 3, it is characterised in that：
The bed die tool is the platy structure being combined into by some 4th channel-section steels, and the side wall support of each the 4th channel-section steel is in described
Orbital member, the lateral surface of the diapire of each the 4th channel-section steel are concordant, collectively form the bottom surface for formation of concrete Cast-in-situ Beam.
5. concrete cast-in-situ beam mould according to claim 4, it is characterised in that：
The side mold is the platy structure being combined into by some 5th channel-section steels, a side wall support of each the 5th channel-section steel in
The upper surface of the bed die tool；Two side molds are fitted two clamping faces respectively, and each the 5th channel-section steel
The lateral surface of diapire constitutes the side for formation of concrete Cast-in-situ Beam.
6. concrete cast-in-situ beam mould according to claim 5, it is characterised in that：
The concrete cast-in-situ beam mould is used for being molded girder；
The side mold includes the first spaced side plate and the second side plate, between first side plate and second side plate
Have, for accommodating the breach that auxiliary girder passes through.
7. concrete cast-in-situ beam mould according to claim 5, it is characterised in that：
The two ends of the 4th channel-section steel and the 5th channel-section steel are connected to the second connecting plate, and each described second connecting plate divides
At least two spaced second connecting holes are not provided with.
8. concrete cast-in-situ beam mould according to claim 3, it is characterised in that：
The lower end of each orbital member is supported by two support feets respectively, and each described support feet collectively forms described support and ties
Structure；
Each described support feet all includes that pipe, down tube and pipe clamp, the down tube and the upper pipe slide axially and cooperatively form
Telescopic rod, the pipe clamp connect the upper pipe and the down tube, and for locking or unclamping the upper pipe and the down tube
Relative position.
9. concrete cast-in-situ beam mould according to claim 8, it is characterised in that：
The upper end of each support feet is connected to the lower surface of the orbital member, and lower end inclines laterally, makes to prop up described in two
Spike is in splayed.
10. concrete cast-in-situ beam mould according to claim 8, it is characterised in that：
The angle being supported between two support feets of the same orbital member and perpendicular is 5 ° to 15 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611170420.XA CN106481074B (en) | 2016-12-16 | 2016-12-16 | Cast-in-situ concrete beam die clamper and concrete cast-in-situ beam mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611170420.XA CN106481074B (en) | 2016-12-16 | 2016-12-16 | Cast-in-situ concrete beam die clamper and concrete cast-in-situ beam mould |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106481074A true CN106481074A (en) | 2017-03-08 |
| CN106481074B CN106481074B (en) | 2019-05-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611170420.XA Active CN106481074B (en) | 2016-12-16 | 2016-12-16 | Cast-in-situ concrete beam die clamper and concrete cast-in-situ beam mould |
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| Country | Link |
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| CN (1) | CN106481074B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386642A (en) * | 2017-09-19 | 2017-11-24 | 北京卓良模板有限公司 | A kind of adjustable beam fixture of specification |
| CN115419260A (en) * | 2022-09-29 | 2022-12-02 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
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| GB408621A (en) * | 1931-09-13 | 1934-04-12 | Adria S A | Improvements in clamps for concrete shuttering |
| GB820326A (en) * | 1956-07-26 | 1959-09-16 | Kinkform Ltd | Improvements in or relating to clamping means for shuttering and like structures |
| GB914317A (en) * | 1959-10-29 | 1963-01-02 | Rapid Metal Developments Ltd | Improvements relating to adjustable clamps particularly for use with shuttering for casting concrete |
| CN2408178Y (en) * | 2000-03-03 | 2000-11-29 | 李洪 | Beam clamp |
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| CN201981772U (en) * | 2011-04-03 | 2011-09-21 | 常永年 | Folding horse stool |
| CN203230187U (en) * | 2013-03-22 | 2013-10-09 | 成都科创佳思科技有限公司 | Supporting bracket for building |
| CN203600383U (en) * | 2013-12-05 | 2014-05-21 | 富于安（福建）环保模板有限公司 | Beam clamp fast to assemble and disassemble |
| CN203821842U (en) * | 2014-03-31 | 2014-09-10 | 中国建筑第八工程局有限公司 | Oblique-pulling beam fixture assembling structure |
| CN204920211U (en) * | 2015-09-09 | 2015-12-30 | 成长兄弟（北京）控股有限公司 | Girder construction with wedge type roof beam anchor clamps |
| CN205348769U (en) * | 2015-12-31 | 2016-06-29 | 云南建工建材科技有限责任公司 | Tripod is consolidated to wooden model roof beam side |
| CN105839915A (en) * | 2016-05-12 | 2016-08-10 | 成都点石创想科技有限公司 | Radian-adjustable arc beam formwork |
| CN206309021U (en) * | 2016-12-16 | 2017-07-07 | 席成松 | Cast-in-situ concrete beam die clamper and concrete cast-in-situ beam mould |
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| US1331491A (en) * | 1919-03-22 | 1920-02-24 | William D Ferguson | Clamp |
| GB408621A (en) * | 1931-09-13 | 1934-04-12 | Adria S A | Improvements in clamps for concrete shuttering |
| GB820326A (en) * | 1956-07-26 | 1959-09-16 | Kinkform Ltd | Improvements in or relating to clamping means for shuttering and like structures |
| GB914317A (en) * | 1959-10-29 | 1963-01-02 | Rapid Metal Developments Ltd | Improvements relating to adjustable clamps particularly for use with shuttering for casting concrete |
| CN2408178Y (en) * | 2000-03-03 | 2000-11-29 | 李洪 | Beam clamp |
| CN2903252Y (en) * | 2006-03-22 | 2007-05-23 | 叶昌财 | Clamping apparatus for building house beam bottom |
| CN2921178Y (en) * | 2006-05-26 | 2007-07-11 | 史秋生 | Construction beam column shuttering clamping clip |
| CN201507114U (en) * | 2009-09-22 | 2010-06-16 | 马荣全 | Supporting structure of building roofs and beam formworks |
| CN201981772U (en) * | 2011-04-03 | 2011-09-21 | 常永年 | Folding horse stool |
| CN203230187U (en) * | 2013-03-22 | 2013-10-09 | 成都科创佳思科技有限公司 | Supporting bracket for building |
| CN203600383U (en) * | 2013-12-05 | 2014-05-21 | 富于安（福建）环保模板有限公司 | Beam clamp fast to assemble and disassemble |
| CN203821842U (en) * | 2014-03-31 | 2014-09-10 | 中国建筑第八工程局有限公司 | Oblique-pulling beam fixture assembling structure |
| CN204920211U (en) * | 2015-09-09 | 2015-12-30 | 成长兄弟（北京）控股有限公司 | Girder construction with wedge type roof beam anchor clamps |
| CN205348769U (en) * | 2015-12-31 | 2016-06-29 | 云南建工建材科技有限责任公司 | Tripod is consolidated to wooden model roof beam side |
| CN105839915A (en) * | 2016-05-12 | 2016-08-10 | 成都点石创想科技有限公司 | Radian-adjustable arc beam formwork |
| CN206309021U (en) * | 2016-12-16 | 2017-07-07 | 席成松 | Cast-in-situ concrete beam die clamper and concrete cast-in-situ beam mould |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386642A (en) * | 2017-09-19 | 2017-11-24 | 北京卓良模板有限公司 | A kind of adjustable beam fixture of specification |
| CN115419260A (en) * | 2022-09-29 | 2022-12-02 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
| CN115419260B (en) * | 2022-09-29 | 2023-08-11 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
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| Publication number | Publication date |
|---|---|
| CN106481074B (en) | 2019-05-24 |
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