CN104015257A - Method and device for adjusting gap between concrete formworks - Google Patents

Method and device for adjusting gap between concrete formworks Download PDF

Info

Publication number
CN104015257A
CN104015257A CN201410261824.4A CN201410261824A CN104015257A CN 104015257 A CN104015257 A CN 104015257A CN 201410261824 A CN201410261824 A CN 201410261824A CN 104015257 A CN104015257 A CN 104015257A
Authority
CN
China
Prior art keywords
concrete blinding
steel pipe
gap
slack adjuster
concrete
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.)
Granted
Application number
CN201410261824.4A
Other languages
Chinese (zh)
Other versions
CN104015257B (en
Inventor
许金锔
吴清瑶
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fuyuan Fujian Environmental Protection Template Co Ltd
Original Assignee
Fuyuan Fujian Environmental Protection Template Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fuyuan Fujian Environmental Protection Template Co Ltd filed Critical Fuyuan Fujian Environmental Protection Template Co Ltd
Priority to CN201610683150.6A priority Critical patent/CN106239704A/en
Priority to CN201410261824.4A priority patent/CN104015257B/en
Publication of CN104015257A publication Critical patent/CN104015257A/en
Application granted granted Critical
Publication of CN104015257B publication Critical patent/CN104015257B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould
    • B28B7/0014Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/02Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention provides a method for adjusting the gap between concrete formworks. The method is easy to operate, wide in adjusting range and applicable to adjustment of the gap between the concrete formworks of shearing walls or floorslabs, due to the cooperation between a gap adjusting device and a connecting piece the gap between the whole row of concrete formworks can be adjusted just by operating one gap adjusting device, operation is easy to perform, and the adjusting range is wide. The invention further provides the gap adjusting device. The gap adjusting device comprises a body, an adjusting block and a first plug pin, wherein an adjusting part is arranged at one end of the body, a connecting part connected with one concrete formwork is arranged at the other end of the body, a guiding groove for placing the adjusting block and a long groove used for connecting the concrete formworks are formed in the adjusting part, the direction of the depth of the guiding groove is perpendicular to the direction of the length of the long groove, the interior of the guiding groove is communicated with the interior of the long groove, the first plug pin penetrates through the long groove to be connected with the concrete formworks, and the adjusting block is provided with an inclined guiding face used for pushing the first plug pin.

Description

A kind of concrete blinding gap adjusting method and device thereof
Technical field
The present invention relates to a kind of concrete mould method of plate installation and installed part thereof, especially a kind of concrete blinding gap adjusting method and device thereof.
Background technology
A large amount of templates of using in the process of precast concrete, because the concrete blinding that difform building is used is different, therefore most template can not be reused and cause significant wastage; Adopted standardized modular unit, modular unit is reusable and can be spliced into the concrete blinding of various shapes for this reason.But existing concrete blinding is when splicing, and the gap between two concrete blindings is changeable, when its gap is larger, may produce leakage in the time of placing concrete, or because gap is compared with producing greatly differential expansion.
The applicant once submitted to a name to be called the patent of invention of mono-kind strong roof pressing type concrete blinding locker > > of < <, the patent No. is ZL201310228656.4, and this locker comprises fastener, clamp bolt and roof bolt; On fastener, have arc-shaped notch, on fastener, connect clamp bolt and roof bolt respectively by helicitic texture, the end of roof bolt is provided with top board part, and top board part is and expands shape with respect to the shaft of roof bolt.Adopt this device, when building pillar, beam, by required form splicing concrete blinding, in the concrete blinding periphery relatively enclosing, set up stationary pipes, make concrete blinding by clamping living together tightly, the gap between concrete blinding is less.But this device must be used in pairs, and sphere of action is less of the comparatively special shear wall of profile, and owing to using in pairs, this device inapplicable, need to regulate the gap between the concrete blinding of shear wall with additive method.
Summary of the invention
The object of the present invention is to provide a kind of simple to operate, adjustable range wide and can be applicable to concrete blinding gap adjusting method and the device thereof that shear wall or floorslab concrete die clearance regulate.
To achieve these goals, method of the present invention adopts following technical scheme:
A concrete blinding gap adjusting method, comprises the following steps:
S1, steel pipe is installed on concrete blinding, after installing, described steel pipe can jump along its length direction under predetermined force;
S2, described concrete blinding is spliced into predetermined shear wall formwork plane or slab form plane, during splicing, the described steel pipe connecting on same horizontal or same described concrete blinding on longitudinally is in alignment, the in a row or above steel pipe of a row of shape;
S3, in each row's described steel pipe, select two adjacent described steel pipes, use slack adjuster that the described steel pipe of selecting is coupled together, between other adjacent described steel pipes, by connector, couple together;
S4, successively use the described slack adjuster respectively arrange in described steel pipe by the described steel pipe on described slack adjuster both sides in opposite directions to drawing, corresponding concrete blinding is drawn close mutually, gap is reduced or eliminate, then continue to use described slack adjuster, make its pulling force reach predetermined active force power value, pull the described steel pipe on described slack adjuster both sides to move with respect to concrete blinding, until the gap between concrete blinding corresponding to described steel pipe reduces to reach pre-sizing or eliminates completely;
S5, described steel pipe and described concrete blinding are completely fixed, complete gap adjustment process.
As a kind of improvement of method of the present invention, in step S2, described steel pipe is parallel with horizontal plane.
As a kind of improvement of method of the present invention, in step S3, described slack adjuster is connected between two described steel pipes of gap maximum.
A kind of improvement as method of the present invention, in step S4, use in the process of slack adjuster, for mutual gap, reached pre-sizing or described concrete blinding very close to each other, first by corresponding concrete blinding with the described steel pipe that this concrete blinding is installed together, be completely fixed.
Adopt technique scheme, the present invention has following beneficial effect:
1, by the cooperation of slack adjuster and connector, as long as slack adjuster of operation can regulate the gap between a whole row concrete blinding, simple to operate, adjustable range is wide, concrete gap adjusting method of the present invention can carry out gap adjustment after concrete blinding is spliced into shear wall formwork or slab form again simultaneously, can be applicable to the gap adjustment of shear wall formwork or slab form.
2, slack adjuster is connected between the steel pipe of gap maximum, can be so that gap adjustment speed be faster.
3, in regulating the process in gap, first gap has been met the requirements of to two steel pipe holders on concrete blinding, convenient adjusting makes its gap, also greatly reduces the needed pulling force of slack adjuster.
To achieve these goals, device of the present invention adopts following technical scheme:
A kind of concrete blinding slack adjuster, comprise body, regulating block and the first latch, one end of described body is provided with adjusting portion, the other end is provided with the connecting portion being connected with concrete blinding, in described adjusting portion, be provided with place the gathering sill of described regulating block with for being connected the elongated slot of concrete blinding, the depth direction of described gathering sill and the length direction of described elongated slot are perpendicular, the inside of described gathering sill and described elongated slot is connected, described the first latch can be connected with concrete blinding through described elongated slot, described regulating block has for promoting the oblique surface of described the first latch.
Adopt such scheme, position by control and regulation piece at gathering sill depth direction, make oblique surface promote the first latch moves relative to body in elongated slot, thereby the concrete blinding that is connected to the concrete blinding of body connecting portion and is connected to adjusting portion is drawn close in opposite directions, the adjusting of realization to concrete mould sheet separation, owing to not needing the corner with concrete blinding to support, go for regulating the gap between the concrete blinding of shear wall.
As a kind of improvement of device of the present invention, concrete blinding slack adjuster of the present invention also comprises the second latch, on described connecting portion, is provided with connecting hole, and described the second latch can be wanted to be connected with concrete blinding through described connecting hole.By above-mentioned improvement, connecting portion can be better connected with concrete blinding.
As a kind of improvement of device of the present invention, described the first latch and/or described the second latch are cone pin.By above-mentioned improvement, facilitate the assembling of the first latch and/or the second latch.
As a kind of improvement of device of the present invention, the bottom of described gathering sill is provided with elastic component, and described elastic component one end contacts with described regulating block, and the bottom connection of the other end and described gathering sill touches.By above-mentioned improvement, make the regulating block can automatic rebounding, easy to use.
As device of the present invention a kind of preferably, described elastic component is spring or rubber.
A kind of improvement as device of the present invention, is provided with guide rail on described gathering sill, is provided with the chute matching with described guide rail on described regulating block.By above-mentioned improvement, make the direction of motion of regulating block in gathering sill be difficult for producing and depart from.
A kind of improvement as device of the present invention, also comprise mount pad, on described mount pad, be provided with installing hole, described adjusting portion is arranged in described mount pad by described installing hole, described mount pad is also provided with adjusting bolt in position corresponding to described regulating block, and the scope of activities of described regulating block in described gathering sill controlled by described adjusting bolt.By above-mentioned improvement, the adjusting of person easy to use to regulating block position in gathering sill.
As a kind of improvement of device of the present invention, in described adjusting bolt, be also provided with clamp nut, described clamp nut is between described mount pad and the nut of described adjusting bolt.By clamp nut, can make regulating block be fixed on the position regulating, prevent that regulating block is rebounded by pulling force.
As a kind of improvement of device of the present invention, adapter sleeve is also installed on described mount pad, described adapter sleeve one end is arranged on described mount pad, and the other end is connected with the steel pipe on concrete blinding.By above-mentioned improvement, make two steel pipes on concrete blinding can relatively dock placement, do not need dislocation to place, connect more stable.
Accompanying drawing explanation
Fig. 1 is the mated condition schematic diagram of concrete blinding of the present invention and steel pipe;
Fig. 2 is the concrete blinding structural representation using in the embodiment of the present invention;
Fig. 3 is concrete blinding gap adjustment process schematic diagram of the present invention;
Fig. 4 is the connecting-piece structure schematic diagram using in the embodiment of the present invention;
Fig. 5 is the structural representation of slack adjuster embodiment mono-of the present invention;
Fig. 6 is the structural representation of body in slack adjuster embodiment mono-of the present invention;
Fig. 7 is the structural representation of regulating block in slack adjuster embodiment mono-of the present invention;
Fig. 8 is the use view of slack adjuster embodiment mono-of the present invention;
Fig. 9 is the structural representation of slack adjuster embodiment bis-of the present invention;
Figure 10 is the use state diagram of slack adjuster embodiment tri-of the present invention;
Figure 11 is the structural representation of adapter sleeve in slack adjuster embodiment tri-of the present invention;
Figure 12 is the use view of slack adjuster embodiment tri-of the present invention;
Figure 13 is the another kind of modes of emplacement of concrete blinding and steel pipe in gap adjusting method of the present invention.
In figure, corresponding sign is as follows:
100-slack adjuster; 200-concrete blinding;
300-steel pipe; 400-screw;
500-connector;
1-body; 11-adjusting portion;
12-connecting portion; 13-gathering sill;
14-elongated slot; 15-connecting hole;
16-guide rail; 2-regulating block;
21-oblique surface; 22-chute;
3-the first latch; 4-the second latch;
5-concrete blinding; 6-concrete blinding;
7-steel pipe; 8-steel pipe;
9-mount pad; 91-installing hole;
92-adjusting bolt; 93-clamp nut;
10-adapter sleeve; 101-installing hole;
102-elongated slot.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is described further.
Concrete blinding gap adjusting method provided by the invention, comprises the following steps:
S1, as shown in Figure 1, on the concrete blinding 200 of normal size, steel pipe 300 is installed, concrete blinding 200 can be concrete blinding of the prior art, but need to guarantee that it is simultaneously shiny surface, during for casting concrete slurry, contact and form the surface of the building element after condensing with concrete grout, on another side, need to be provided with fast access slot or similar structures, to steel pipe 300 can be installed, the concrete blinding that used is in the present embodiment the disclosed concrete blinding of Chinese utility model patent ZL201220200056.8, its structure as shown in Figure 2, size can arrange according to actual needs.The position that steel pipe 300 is installed on each concrete blinding 200 is preferably identical, to can carry out standardization installation.After installing, steel pipe 300 can alongst jump under predetermined force, concrete mounting means is, by screw 400, steel pipe 300 is locked on concrete blinding 200, suitably control the coupling mechanism force of screw 400, make it can steel pipe 300 and concrete blinding 200 not locked too tightly, in order to make that rear steel pipe 300 is installed, under predetermined force, can alongst jump, on steel pipe 300, for locking the installing hole of screw 400, need to be slightly larger than the external diameter of screw, preferably be designed to the length direction mounting hole consistent with steel pipe length direction.In addition, the length of steel pipe 2 preferably can slightly be shorter than the length of concrete blinding 1.
S2, concrete blinding 200 is spliced into predetermined shear wall formwork plane or slab form plane, during splicing, the steel pipe 300 on same horizontal or same concrete blinding 200 on is longitudinally drawn a straight line, the in a row or above steel pipe of a row of shape.Consider that the concrete blinding 200 on vertical direction can reduce gap under the effect of gravity, or directly beat from top to bottom to reduce gap, in the present embodiment, steel pipe is arranged to parallel with horizontal plane, it should be noted that, method provided by the invention is also can be for the gap adjustment between the concrete blinding of non-horizontal direction splicing.
S3, as shown in Figure 3, in each row's steel pipe, select two adjacent steel pipes 300, use slack adjuster 100 that the steel pipe of selecting 300 is coupled together, in order to regulate gap sooner, in the present embodiment, slack adjuster 100 is connected between two steel pipes 300 of gap maximum.Between other adjacent steel pipes 300, by connector 600, couple together.Slack adjuster 100 and connector 600 can be slack adjuster of the prior art and connector, a kind of novel slack adjuster that the slack adjuster 100 that used in the present embodiment designs for applicant, its structure as shown in Figure 5, connector 600 is also a kind of novel connector that applicant designs, and its structure as shown in Figure 4.
It should be noted that, in Fig. 1 and Fig. 3, the length direction that steel pipe 300 is placed is parallel with the T-slot on concrete blinding 200, but as shown in figure 13, the length direction that steel pipe 300 is placed is also can be vertical with the T-slot on concrete blinding 200, and both placement direction differences can't affect the use of this method.
S4, use and respectively arrange the slack adjuster 100 in steel pipe successively, by the steel pipe 300 on slack adjuster 100 both sides in opposite directions to drawing, between steel pipe 300, by connector 600, transmit pulling force, corresponding concrete blinding 200 is drawn close mutually, gap is reduced or eliminate, now, gap between part concrete blinding 200 has reached pre-sizing or has eliminated gap, but still have and between part concrete blinding 200, still exist larger gap, then continue to use slack adjuster 100, make its pulling force reach predetermined active force power value, pull the steel pipe 300 on slack adjuster 100 both sides to move with respect to concrete blinding 200, when steel pipe 300 moves to after extreme position with respect to concrete blinding 200, between itself and concrete blinding 200, stop relatively moving, and then continue to pull corresponding concrete blinding 200, until the gap of 200 of concrete blinding corresponding to steel pipe reduces all to reach pre-sizing or eliminates completely.
It should be noted that, also can be before using slack adjuster 100 to pull steel pipe 300 to move with respect to concrete blinding 200, first gap has been reduced to pre-sizing or the two block concrete templates 200 eliminated on steel pipe 300 be completely fixed with this concrete blinding 200.
S5, all steel pipes 300 and concrete blinding 200 are completely fixed, complete gap adjustment process.
Below by four embodiment, slack adjuster 100 provided by the invention is described further.
Embodiment mono-:
As shown in Figure 5, the concrete blinding slack adjuster 100 that the present embodiment provides, comprises body 1, regulating block 2, the first latch 3 and the second latch 4, and in the present embodiment, the first latch 3 and the second latch 4 are all cone pin or flat-sale.The structure of body 1 as shown in Figure 6, its one end is provided with adjusting portion 11, the other end is provided with the connecting portion 12 being connected with concrete blinding, in adjusting portion 11, be provided with place the gathering sill 13 of regulating block 2 with for being connected the elongated slot 14 of concrete blinding, the length direction of elongated slot 14 is identical with the stitching direction of the two block concrete templates in wish adjusting gap, also regulate the Mosaic face of two block concrete templates in gap vertical with wish, the length direction of the depth direction of gathering sill 13 and elongated slot 14 is perpendicular, the inside of gathering sill 13 and elongated slot 14 is connected, the first latch 3 interts on elongated slot 14.On connecting portion 12, being provided with connecting hole 15, the second latches 4 interts on connecting hole 15.
As shown in Figure 6, be also provided with guide rail 16 on the depth direction of gathering sill 13, as shown in Figure 7, be provided with the chute 22 matching with described guide rail 16 on regulating block 2, regulating block 2 also has for promoting the oblique surface 21 of described the first latch 3.The bottom of gathering sill 13 is provided with elastic component (not shown), the bottom connection of one end of elastic component and regulating block 2 touches, the bottom connection of the other end and gathering sill 13 touches, its objective is and make regulating block 2 when the depth direction motion toward gathering sill 13, elastic component is compressed, its bottom can produce a reciprocal active force, while needing dismantling concrete die clearance adjusting device 100 after using, as long as cancel the active force that impels regulating block 2 motions, regulating block 2 will spring back to initial position under the effect of elastic component, and used convenient next time.Elastic component can be the conventional elastic component in this area, and in the present embodiment, elastic component is spring or rubber.
As shown in Figure 8, before the concrete blinding slack adjuster 100 of the present embodiment is used, need first on concrete blinding 5 and 6, to install steel pipe 7 and 8, on steel pipe 7 and 8, offer the pin hole coordinating with the first latch 3 or the second latch 4, steel pipe 7 is vertical with 6 Mosaic face with the concrete blinding 5 in two pre-adjustment gaps with 8 length direction, then by the first latch 3, adjusting portion 11 and the steel pipe 7 on one of them concrete blinding 5 are linked together, by the second latch 4, connecting portion 12 and the steel pipe 8 on another concrete blinding 6 are linked together, the first latch 4 interts on elongated slot 14 and one of them steel pipe 7 simultaneously, the second latch 4 interts on connecting hole 15 and another steel pipe 8 simultaneously, realize concrete blinding slack adjuster 100 and two concrete blindings 5 and 6 be connected.During use, pressing regulating block 2 moves its depth direction toward gathering sill 13, in this process, oblique surface on regulating block 2 can promote the first latch 3 and move toward the direction of the second latch 4, because the first latch 3 interts on steel pipe 7, steel pipe 7 is installed together with concrete blinding 5 again, and the first latch 3 can drive concrete blinding 5 close toward another block concrete template 6, realizes the adjusting to concrete mould sheet separation.While not needing to use, only need to cancel the pressing force of pressing regulating block 2, allow regulating block 2 recoil to initial position under the effect of elastic component.It should be noted that, between two concrete blindings, need the gap that regulates hour, the pressure of pressing regulating block 2 can be larger, may press by other instruments.
Embodiment bis-:
The difference of the present embodiment and embodiment mono-is, as shown in Figure 9, the concrete blinding slack adjuster 100 of the present embodiment also comprises mount pad 9, on mount pad 9, be provided with installing hole 91, the first latch 3 is arranged on adjusting portion 11 in mount pad 9 through installing hole 91 and elongated slot 14, connecting portion 12 exposes mount pad 9 to be connected with concrete blinding, concrete mounting means is, the adjusting portion of concrete blinding slack adjuster 100 11 is placed in mount pad 9, the first latch 3 links together the adjusting portion 11 of mount pad 9 and concrete blinding slack adjuster 100 through installing hole 91 and elongated slot 14, the connected mode of connecting portion 12 is identical with embodiment mono-, no longer describe in detail herein.Mount pad 9 is also provided with adjusting bolt 92 in the position of regulating block 2 correspondences, the scope of activities of regulating block 2 in gathering sill 13 controlled by adjusting bolt 92, regulating block 2 can be welded into a part with adjusting bolt 92, also can be two parts separately, by being in contact with one another cooperation, concrete annexation can arrange according to actual needs.
In order to save cost, mount pad 9 in the present embodiment is reequiped on rectangular steel tube, and the rectangular steel tube specification of employing is best, and is arranged on steel pipe 7 or 8 same sizes on concrete blinding, convenient and concrete blinding 5 or 6 is assembled, or assembles with the steel pipe 7 or 8 being arranged on concrete blinding.
In the present embodiment, be also provided with clamp nut 93 in adjusting bolt 92, clamp nut 93 is between mount pad 9 and the nut of adjusting bolt 92, and its effect is the position of fixing adjusting bolt 92.
Embodiment tri-:
The difference of the present embodiment and embodiment bis-is, as shown in figure 10, the concrete blinding slack adjuster 100 of the present embodiment also comprises adapter sleeve 10, and one end of adapter sleeve 10 is arranged on mount pad 9, and the other end is connected with the steel pipe on concrete blinding.As shown in figure 11, its one end being connected with mount pad 9 has installing hole 101 to the structure of adapter sleeve 10, and the other end has the elongated slot 102 that size is the same with elongated slot 14.The concrete mounting means of adapter sleeve 10 is, adapter sleeve 10 is sleeved on mount pad 9, the first latch 3 is through the installing hole 101 of adapter sleeve 10, the installing hole 91 of mount pad 9 and elongated slot 14 link together the adjusting portion 11 of adapter sleeve 10, mount pad 9 and concrete blinding slack adjuster 100, and the second latch 4 slots are on connecting hole 15 and elongated slot 102.
Be the use state of the present embodiment as shown in figure 12, during use, only mount pad 9 need be fixed on concrete blinding 6, then use the second latch 4 that the steel pipe on concrete blinding 57 and connecting portion 12 and adapter sleeve 10 are linked together.
By reference to the accompanying drawings the present invention has been done to detailed explanation above; but embodiments of the present invention are not limited in above-mentioned embodiment; those skilled in the art can make various distortion to the present invention according to prior art; as adopt round steel pipe to replace the rectangular steel tube showing in accompanying drawing of the present invention; inclined-plane by oblique surface 21 in above-described embodiment changes to arc surface etc., and these all belong to protection scope of the present invention.

Claims (13)

1. a concrete blinding gap adjusting method, is characterized in that, comprises the following steps:
S1, concrete blinding on steel pipe is installed, after installing, described steel pipe can jump along its length direction under predetermined force;
S2, described concrete blinding is spliced into predetermined shear wall formwork plane or slab form plane, during splicing, the described steel pipe connecting on same horizontal or same described concrete blinding on longitudinally is in alignment, the in a row or above steel pipe of a row of shape;
S3, in each row's described steel pipe, select two adjacent described steel pipes, use slack adjuster that the described steel pipe of selecting is coupled together, between other adjacent described steel pipes, by connector, couple together;
S4, successively use the described slack adjuster respectively arrange in described steel pipe by the described steel pipe on described slack adjuster both sides in opposite directions to drawing, corresponding concrete blinding is drawn close mutually, gap is reduced or eliminate, then continue to use described slack adjuster, make its pulling force reach predetermined active force power value, pull the described steel pipe on described slack adjuster both sides to move with respect to concrete blinding, until the gap between concrete blinding corresponding to described steel pipe reduces to reach pre-sizing or eliminates completely;
S5, described steel pipe and described concrete blinding are completely fixed, complete gap adjustment process.
2. concrete blinding gap adjusting method as claimed in claim 1, is characterized in that, in step S2, described steel pipe is parallel with horizontal plane.
3. concrete blinding gap adjusting method as claimed in claim 1 or 2, is characterized in that, in step S3, described slack adjuster is connected between two described steel pipes of gap maximum.
4. concrete blinding gap adjusting method as claimed in claim 1 or 2, it is characterized in that, in step S4, use in the process of slack adjuster, for mutual gap, reached pre-sizing or described concrete blinding very close to each other, first by corresponding concrete blinding with the described steel pipe that this concrete blinding is installed together, be completely fixed.
5. one kind as the slack adjuster using in claim 1, it is characterized in that, comprise body, regulating block and the first latch, one end of described body is provided with adjusting portion, the other end is provided with the connecting portion being connected with concrete blinding, in described adjusting portion, be provided with place the gathering sill of described regulating block with for being connected the elongated slot of concrete blinding, the depth direction of described gathering sill and the length direction of described elongated slot are perpendicular, the inside of described gathering sill and described elongated slot is connected, described the first latch can be connected with concrete blinding through described elongated slot, described regulating block has for promoting the oblique surface of described the first latch.
6. slack adjuster as claimed in claim 5, is characterized in that, also comprises the second latch, on described connecting portion, is provided with connecting hole, and described the second latch can be wanted to be connected with concrete blinding through described connecting hole.
7. slack adjuster as claimed in claim 6, is characterized in that, described the first latch and/or described the second latch are cone pin or flat-sale.
8. slack adjuster as claimed in claim 5, is characterized in that, the bottom of described gathering sill is provided with elastic component, and described elastic component one end contacts with described regulating block, and the bottom connection of the other end and described gathering sill touches.
9. slack adjuster as claimed in claim 8, is characterized in that, described elastic component is spring or rubber.
10. the slack adjuster as described in arbitrary claim in claim 5-9, is characterized in that, on described gathering sill, is provided with guide rail, is provided with the chute matching with described guide rail on described regulating block.
11. slack adjusters as described in arbitrary claim in claim 5-9, it is characterized in that, also comprise mount pad, on described mount pad, be provided with installing hole, described adjusting portion is arranged in described mount pad by described installing hole, described mount pad is also provided with adjusting bolt in position corresponding to described regulating block, and the scope of activities of described regulating block in described gathering sill controlled by described adjusting bolt.
12. slack adjusters as claimed in claim 11, is characterized in that, are also provided with clamp nut in described adjusting bolt, and described clamp nut is between described mount pad and the nut of described adjusting bolt.
13. slack adjusters as claimed in claim 11, is characterized in that, adapter sleeve is also installed on described mount pad, and described adapter sleeve one end is arranged on described mount pad, and the other end is connected with the steel pipe on concrete blinding.
CN201410261824.4A 2014-06-13 2014-06-13 Method for adjusting gap between concrete formworks Expired - Fee Related CN104015257B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201610683150.6A CN106239704A (en) 2014-06-13 2014-06-13 A kind of concrete blinding slack adjuster
CN201410261824.4A CN104015257B (en) 2014-06-13 2014-06-13 Method for adjusting gap between concrete formworks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410261824.4A CN104015257B (en) 2014-06-13 2014-06-13 Method for adjusting gap between concrete formworks

Related Child Applications (1)

Application Number Title Priority Date Filing Date
CN201610683150.6A Division CN106239704A (en) 2014-06-13 2014-06-13 A kind of concrete blinding slack adjuster

Publications (2)

Publication Number Publication Date
CN104015257A true CN104015257A (en) 2014-09-03
CN104015257B CN104015257B (en) 2017-01-11

Family

ID=51432407

Family Applications (2)

Application Number Title Priority Date Filing Date
CN201610683150.6A Pending CN106239704A (en) 2014-06-13 2014-06-13 A kind of concrete blinding slack adjuster
CN201410261824.4A Expired - Fee Related CN104015257B (en) 2014-06-13 2014-06-13 Method for adjusting gap between concrete formworks

Family Applications Before (1)

Application Number Title Priority Date Filing Date
CN201610683150.6A Pending CN106239704A (en) 2014-06-13 2014-06-13 A kind of concrete blinding slack adjuster

Country Status (1)

Country Link
CN (2) CN106239704A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106003409A (en) * 2016-05-24 2016-10-12 安徽海澄德畅电子科技有限公司 Operating component gap and relative movement regulation and control device of hollow brick machine

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108385973A (en) * 2018-04-03 2018-08-10 佛山市穗远恒科建材有限公司 A kind of concrete-pouring moulding template

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1301662A (en) * 1969-01-20 1973-01-04
DE19525082A1 (en) * 1995-06-30 1997-01-02 Ralf Sebald Prefabricated reinforced wall elements for high bulldings
CN2348043Y (en) * 1998-12-17 1999-11-10 朱幸荣 Locating assembly for concrete pouring building shuttering
CN201206333Y (en) * 2008-01-09 2009-03-11 中建三局建设工程股份有限公司 Novel dry concrete big template connecting piece device
CN101450508A (en) * 2008-12-31 2009-06-10 广州市市政集团有限公司 Outer mold for casting concrete nuclear waste bin
JP2011127361A (en) * 2009-12-18 2011-06-30 Takahashi Kanri:Kk Temporary frame rc-0 (zero) with no gap to adjacent land
CN102514088A (en) * 2011-12-09 2012-06-27 许金锔 Novel concrete formwork
CN102658589A (en) * 2012-05-07 2012-09-12 许金锔 Quick-assembly concrete formwork unit
CN202925898U (en) * 2012-11-28 2013-05-08 中天建设集团有限公司天津分公司 Template joint connecting structure

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1545338A (en) * 1924-12-15 1925-07-07 Roy P M Davis Adjustable mold
US4004874A (en) * 1974-06-19 1977-01-25 Span-Deck, Inc. Apparatus for production of cast concrete members
CN2254928Y (en) * 1996-01-16 1997-05-28 曾绍强 Gap type fast-assembling tool template for concrete shear wall column elevator shaft
CN201539099U (en) * 2009-09-24 2010-08-04 北京中建柏利工程技术发展有限公司 Adjusting seam plate template
CN201848520U (en) * 2010-11-18 2011-06-01 沈阳维用精密机械有限公司 Gap-adjustable trimming die
CN102529055B (en) * 2012-01-19 2014-07-30 浙江宏振机械模具集团有限公司 Template adjusting device for adjusting space between templates
CN203076467U (en) * 2012-12-17 2013-07-24 安徽吉峰技研有限公司 Die fine-adjustment structure
CN103029205B (en) * 2012-12-21 2015-04-22 蒋卓 Movable in-row template
CN103556815A (en) * 2013-10-31 2014-02-05 林德亮 Building template system
CN203919339U (en) * 2014-06-13 2014-11-05 富于安(福建)环保模板有限公司 A kind of concrete blinding slack adjuster

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1301662A (en) * 1969-01-20 1973-01-04
DE19525082A1 (en) * 1995-06-30 1997-01-02 Ralf Sebald Prefabricated reinforced wall elements for high bulldings
CN2348043Y (en) * 1998-12-17 1999-11-10 朱幸荣 Locating assembly for concrete pouring building shuttering
CN201206333Y (en) * 2008-01-09 2009-03-11 中建三局建设工程股份有限公司 Novel dry concrete big template connecting piece device
CN101450508A (en) * 2008-12-31 2009-06-10 广州市市政集团有限公司 Outer mold for casting concrete nuclear waste bin
JP2011127361A (en) * 2009-12-18 2011-06-30 Takahashi Kanri:Kk Temporary frame rc-0 (zero) with no gap to adjacent land
CN102514088A (en) * 2011-12-09 2012-06-27 许金锔 Novel concrete formwork
CN102658589A (en) * 2012-05-07 2012-09-12 许金锔 Quick-assembly concrete formwork unit
CN202925898U (en) * 2012-11-28 2013-05-08 中天建设集团有限公司天津分公司 Template joint connecting structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106003409A (en) * 2016-05-24 2016-10-12 安徽海澄德畅电子科技有限公司 Operating component gap and relative movement regulation and control device of hollow brick machine

Also Published As

Publication number Publication date
CN106239704A (en) 2016-12-21
CN104015257B (en) 2017-01-11

Similar Documents

Publication Publication Date Title
CN205604464U (en) Exterior wall cladding antidetonation is connecting piece down
CN108952186B (en) Inclined support mechanism for assembled building
CN103953119A (en) Three-dimensional adjustable mounting connecting structure of assembled wallboard and laminated beam
CN103088943B (en) Curtain wall three-dimensional adjusting type change over device
CN204920240U (en) Curtain cement link plate positioning adjustment device
CN104015257A (en) Method and device for adjusting gap between concrete formworks
CN203919339U (en) A kind of concrete blinding slack adjuster
CN216305424U (en) Temporary inclined support rod piece regulated and controlled at high precision and multiple angles
CN203145258U (en) Three-dimensional adjustable adaptor device for curtain walls
CN109630756A (en) Multilayer proofing device for the construction of municipal heating pipeline
CN215888704U (en) Assembled wall buttress end frame
CN113931340B (en) Assembled semi-embedded external wall panel and building
CN108952156A (en) Build automatic die assembly system and its precise positioning system
CN210562662U (en) Mounting structure of curtain built-in fitting
CN210767462U (en) Gypsum furred ceiling of modularization installation
CN113756470A (en) Self-adaptive connecting structure of reinforced concrete shear wall and modular shear wall
CN201148741Y (en) Large tonnage correcting and securing device
CN209779450U (en) Road bridge construction template fastener
CN107178193B (en) Mounting node of cladding board and assembly method thereof
CN112803327A (en) Adjustable electric embedded box and installation and use method thereof
CN219490653U (en) Prefabricated structural member node structure
CN216587150U (en) Assembled building wall component
CN217420482U (en) Retractable wall opening crossbeam side form general fixer
CN221202046U (en) Combined spliced bridge
CN221031459U (en) Pin structure for template connection

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170111

Termination date: 20170613