CN217758801U

CN217758801U - Lower pier slope face bed course concrete placement template

Info

Publication number: CN217758801U
Application number: CN202221020740.8U
Authority: CN
Inventors: 张彦涛; 王岭; 申祥峰; 郭超; 范东阳
Original assignee: China Construction Seventh Engineering Division Corp Ltd
Current assignee: China Construction Seventh Engineering Division Corp Ltd
Priority date: 2022-04-29
Filing date: 2022-04-29
Publication date: 2022-11-08
Anticipated expiration: 2032-04-29

Abstract

The utility model relates to a lower column pier slope surface cushion concrete pouring template, which comprises a template, a back edge and a support frame, wherein the support frame is fixedly connected with the template, the template comprises a connecting plate and an outer template, the connecting plate is fixed at the rear side of the outer template, and a plurality of groups of connecting rods are uniformly distributed on the connecting plate along the longitudinal direction, and the outer templates are matched and combined together to form a conical outer mold with a small lower part and a large upper part; stupefied including main stupefied and inferior stupefied, inferior stupefied along transverse arrangement at the rear side of connecting plate, main stupefied middle part is provided with connecting rod interval adaptation connecting hole, and the cover is equipped with on the connecting rod presses the cap, press the lower part of cap be provided with the stupefied adaptation indent of main to it is fixed to compress tightly through the screw cap of threaded connection at the connecting rod tip, main stupefied fixing on the support frame, the utility model discloses stable in structure, great improvement the intensity on foundation ditch slope, and the structure can circulate repetitious usage to same model foundation ditch inclined plane, can have enough to meet the need the tower crane in the field and transfer the use, and the installation is dismantled portably.

Description

Lower pier slope face bed course concrete placement template

Technical Field

The utility model relates to a lower pier construction technical field, concretely relates to lower pier slope face bed course concrete placement template.

Background

In the pouring construction of the basement cushion layer, the foundation pit of the independent foundation column pier has a certain depth and a slope, when the retarded soil is poured, the inclined-plane-shaped template is difficult to fix, and the pouring quality of the cushion layer concrete on the slope surface is difficult to control.

The existing slope concrete construction mode is in the form of adopting traditional hanging steel bars and the like, the steel bars are constructed on the side wall of a foundation pit, a hanging net is formed, then concrete can be sprayed on the surface, the concrete of the construction structure is not easy to vibrate, the compactness of the concrete is poor, a concrete surface layer is not easy to shrink, quality defects such as incompact concrete cannot be avoided, materials are wasted, and labor is not saved.

SUMMERY OF THE UTILITY MODEL

In view of this, the utility model aims at providing a lower pier slope surface bed course concreting template, the effectual current mode of construction that has solved when constructing lower pier slope surface, it is weak to appear bed course concreting intensity easily, the poor problem of surface finish.

In order to achieve the above object, the utility model adopts the following technical scheme: the concrete pouring template for the cushion layer on the slope surface of the lower column pier comprises a template, a back edge and a support frame, wherein the support frame is fixedly connected with the template, the template comprises a connecting plate and an outer template, the connecting plate is fixed on the rear side of the outer template, a plurality of groups of connecting rods are uniformly distributed on the connecting plate along the longitudinal direction, and the outer templates are matched and combined together to form a conical outer mold with a small lower part and a large upper part; the stupefied including main stupefied and inferior stupefied, inferior stupefied along transverse arrangement in the rear side of connecting plate, the stupefied middle part of main is provided with connecting rod interval adaptation connecting hole, makes main stupefied ability pressure touch in inferior stupefied outside to the matching suit is on a set of connecting rod, and the cover is equipped with on the connecting rod presses the cap, press the lower part of cap be provided with the stupefied adaptation indent of main, and compress tightly fixedly through the screw cap of threaded connection at the connecting rod tip, main stupefied fixing on the support frame.

Further, the support frame includes pole setting, vertical pole, horizontal pole and dead lever, the pole setting is followed vertical the fixing on the bottom surface of foundation ditch, vertical pole and horizontal pole are fixed and are formed the support body of rack form in the pole setting, the outer end at vertical pole or horizontal pole is fixed to the dead lever, the dead lever with the stupefied fixed connection of main.

Furthermore, the upright stanchion, the longitudinal rod, the transverse rod, the fixed rod and the main edge are connected and fixed through fasteners, each fastener comprises a ring body, a ring arm, an adjusting groove and an adjusting shaft, the two ring bodies are symmetrically arranged, the center of each ring body is provided with the corresponding adjusting groove, the adjusting shaft penetrates through the adjusting grooves and is sleeved with the adjusting shafts, the two ring bodies can rotate relatively and can be fixed through adjusting caps connected with the end parts of the adjusting shafts through threads, one ends of the ring arms, which are hinged, are hinged together with one ends of the ring bodies through pin shafts, the other ends of the ring arms are provided with fastening plates with openings, the other ends of the ring bodies are hinged with fastening rods, the fastening rods are sleeved into the fastening plates through the openings, and the ring bodies and the ring arms are locked through fastening nuts connected onto the fastening rods through threads.

Further, the main edge comprises two rod bodies arranged at intervals, the connecting rod is sleeved in a gap between the rod bodies, and the pressing groove is matched with the rod bodies.

Furthermore, the fixed rod is fixedly connected with one or two of the rod bodies.

Furthermore, the vertical rods and the transverse rods are fixed on the vertical rods to form supporting layers, the supporting layers are alternately provided with multiple layers, the outer ends of the supporting layers are matched with the inner wall of the conical outer die, corresponding fixing rods are arranged, and the fixing rods are fixedly connected with the main ribs.

The beneficial effects of the above technical scheme are: the utility model is mainly used for foundation pit slope construction of column pier construction, the construction is carried out in a mode of hanging a net in the current construction mode, the slope flatness of the foundation pit slope is poor, the strength is weak, and based on the construction, the utility model provides a structure of constructing the foundation pit slope by utilizing a mode of a formwork; at first the construction support frame in the foundation ditch when implementing, the support frame is the frame column structure that pole setting, horizontal pole and vertical pole equipment enclose, and through setting up the length of horizontal pole and vertical pole, the shape adaptation that makes support frame and template plays the effect of supporting the toper external mold, when the equipment of support frame is fixed, the utility model discloses regard as the connection with a fastener that can adjust, can be applicable to being connected between the pole and the pole of multiple angle, convenient to use has improved the packaging efficiency.

In order to improve and support intensity, the utility model discloses tip at the support frame is provided with the dead lever, the dead lever with main stupefied fixed connection, main stupefied through inferior stupefied and external mold establishment fixed connection, make the external mold supported by the support frame to keep away from the foundation ditch lateral wall, for concreting provide the space, concreting between foundation ditch and external mold, and the closely knit slope that can form the closely knit, the surface roughness height of structure of vibrating.

Therefore, the utility model provides a novel structure comes to be under construction foundation ditch inclined plane, utilize the support frame to establish firm basis and come to stabilize the external mold, make butt joint each other between the external mold, the external mold is pour in the slope of the outside formation standard of foundation ditch, only need fill the space between external mold and the foundation ditch can, and the structure can vibrate closely knit with the vibrator, stable in structure, great improvement the intensity on foundation ditch slope, and the structure can circulate repetitious usage to same model foundation ditch inclined plane, can tower crane turnover transportation use in the field area, the installation is dismantled portably, can guarantee slope face concreting quality, the construction methods such as traditional slope face string reinforcing bar net are wasted time and energy effectively solved, efficiency is lower, the material is extravagant, the problem of increase cost.

Drawings

Fig. 1 is a schematic structural view of the present invention;

FIG. 2 is a top view of FIG. 1;

FIG. 3 is a schematic view of a connection structure of the support frame and the mold plate;

FIG. 4 is a schematic view of a connection structure of the fixing rod and the main edge;

FIG. 5 is a schematic view of a fastener

Reference numerals: 1 is the connecting plate, 2 is the exterior sheathing, 3 is the pole setting, 4 is the horizontal pole, 5 is the vertical pole, 6 is the dead lever, 7 is mainly stupefied, 8 is inferior stupefied, 9 is the connecting rod, 10 is for pressing the cap, 11 is the indent, 12 is the ring body, 13 is the loop arm, 14 is the tighrening rod, 15 is the regulation cap, 16 is the regulating spindle.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments:

embodiment 1, this embodiment aims at providing a lower pier slope face bed course concreting template, and mainly used is under construction the inclined plane of foundation ditch, and than traditional construction mode of hanging net, this embodiment provides a mode that the external mold was strutted and is under construction the foundation ditch, and this kind of structure is made with traditional steel pipe, template, and simple structure has certain intensity, and is not fragile, can use in the tower crane turnover transfer in the field district, and the installation is dismantled portably, can guarantee slope face concreting quality.

In a specific structure, as shown in fig. 1, the lower column pier slope surface cushion concrete pouring template comprises a template, a back edge and a support frame, wherein the support frame is fixedly connected with the template, the template comprises a connecting plate 1 and an outer template 2, the connecting plate 1 is fixed on the rear side of the outer template 2, a plurality of groups of connecting rods 9 are uniformly distributed on the connecting plate 1 along the longitudinal direction, and the outer templates 2 are matched and combined together to form a conical outer mold with a small lower part and a large upper part; the template adopts the plank sheathing structure in this embodiment, and basic structure is the back taper form, according to foundation ditch size and bed course thickness, makes the support frame, according to slope size preparation template, fixes the template on the support frame, draws materials simply, has certain intensity, and non-deformable can have enough to meet the need the use in the field area.

The stupefied 7 of back of body is stupefied including main stupefied 8 with inferior, and main stupefied 7 is stupefied 8 perpendicular layering arrangement with inferior, and wherein inferior stupefied 8 is along transversely arranging in the rear side of connecting plate 1, and the middle part of main stupefied 7 is provided with connecting rod 9 interval adaptation connecting holes, makes main stupefied 7 can press and touch in inferior stupefied 8 outside to match the suit on a set of connecting rod 9, the cover is equipped with on the connecting rod and presses cap 10, press the lower part of cap 10 be provided with main stupefied adaptation indent 11, and compress tightly fixedly through the screw cap of threaded connection at the connecting rod tip, main stupefied is fixed on the support frame.

When the concrete implementation, the support frame includes pole setting 3, vertical pole 5, horizontal pole 4 and dead lever 6, and pole setting 3 is fixed on the bottom surface of foundation ditch along vertical, and vertical pole 5 and horizontal pole 4 are fixed and are formed the support body of rack form in pole setting 3, and dead lever 6 is fixed in the outer end of vertical pole or horizontal pole, dead lever 6 with stupefied 7 fixed connection of owner, in the concrete structure, vertical pole 5 and horizontal pole 4 are fixed and are formed the supporting layer in pole setting 3, and the supporting layer is provided with the multilayer in turn, in the concrete example like show in fig. 1, the supporting layer is provided with two-layerly, to the foundation ditch of the different degree of depth, can increase the number of piles of supporting layer, the outer end of supporting layer and the inner wall adaptation of toper external mold to be provided with corresponding dead lever, dead lever and the stupefied fixed connection of owner.

In a specific assembly structure, the upright rod 3, the longitudinal rod 5, the cross rod 4, the fixing rod 6 and the main edge 7 are connected and fixed through fasteners, as shown in fig. 5, each fastener comprises a ring body 12, a ring arm 13, an adjusting groove and an adjusting shaft 16, the two ring bodies 12 are symmetrically arranged, the centers of the two ring bodies are provided with corresponding adjusting grooves, the adjusting grooves are internally provided with the adjusting shafts 15 in a penetrating and sleeving manner, the two ring bodies 12 can rotate relatively to adapt to rod bodies with corresponding angles and can be fixed through adjusting caps connected with the end parts of the adjusting shafts through threads, one hinged end of the ring arm 13 is hinged with one end of the ring body 12 through a pin shaft, the other end of the ring arm 13 is provided with a fastening plate with an opening, the other end of the ring body is hinged with a fastening rod 14, the fastening rod 14 is sleeved into the fastening plate through the opening, and the ring body and the ring arm are locked through a fastening nut connected onto the fastening rod 14 through threads.

As shown in fig. 3-4, in the connecting structure of the fixing rod and the main ridge, the main ridge 7 comprises two rod bodies arranged at intervals, the connecting rod is sleeved in the gap between the rod bodies, the pressing groove 11 is matched with the rod bodies, the position of the main ridge 7 can be limited by the pressing groove 11, the main ridge and the secondary ridge are pressed and contacted on the outer side of the connecting plate by combining with the pressing cap, and the fixing rod 6 is fixedly connected with one or two of the rod bodies when being connected.

This embodiment is when specifically using, support frame and template structure as an organic whole, at first lay the package assembly in the pier foundation ditch according to the position, and the position of adjustment structure, each template that makes the external mold is unanimous basically with the interval of foundation ditch, it presses solid or the lower part anchor is in the foundation ditch to hang the heavy object of putting on the support frame, during concrete placement, direct pouring vibrates, guarantee bed course concrete surface smoothness and size and satisfy the construction requirement, concrete cushion quality vibrates closely knit, adopt traditional steel pipe and the preparation of plank sheathing in this embodiment, draw materials simply, certain intensity has, non-deformable, can direct handling turnover use in the field, great construction cycle that has shortened, and convenient for use.

Claims

1. The utility model provides a lower pier slope face bed course concrete placement template, includes template, back of the body stupefied and support frame, support frame and template fixed connection, its characterized in that: the template comprises a connecting plate and an outer template, the connecting plate is fixed on the rear side of the outer template, a plurality of groups of connecting rods are uniformly distributed on the connecting plate along the longitudinal direction, and the outer templates are matched and combined together to form a conical outer mold with a small lower part and a large upper part; the stupefied including main stupefied and inferior stupefied, inferior stupefied along transversely arranging the rear side at the connecting plate, the stupefied middle part of owner is provided with connecting rod interval adaptation connecting hole, makes main stupefied can press and touch in inferior stupefied outside to match the suit on a set of connecting rod, the cover is equipped with on the connecting rod and presses the cap, press the lower part of cap be provided with main stupefied adaptation indent to it is fixed to compress tightly through the screw cap of threaded connection at the connecting rod tip, main stupefied fixing on the support frame.

2. The lower pier slope surface cushion concrete pouring template as claimed in claim 1, wherein: the support frame includes pole setting, vertical pole, horizontal pole and dead lever, the pole setting is fixed on the bottom surface of foundation ditch along vertical, vertical pole and horizontal pole are fixed and are formed the support body of rack form in the pole setting, the outer end at vertical pole or horizontal pole is fixed to the dead lever, the dead lever with the stupefied fixed connection of main.

3. The lower pier slope surface cushion concrete pouring template as claimed in claim 2, wherein: the connecting device comprises a vertical rod, a longitudinal rod, a transverse rod, a fixing rod and a main edge, wherein the vertical rod, the longitudinal rod, the transverse rod, the fixing rod and the main edge are fixedly connected through fasteners, each fastener comprises a ring body, a ring arm, an adjusting groove and an adjusting shaft, the two ring bodies are symmetrically arranged, the corresponding adjusting grooves are formed in the centers of the two ring bodies, the adjusting shafts are sleeved in the adjusting grooves in a penetrating mode, the two ring bodies can rotate relatively and can be fixed through adjusting caps connected with the end portions of the adjusting shafts through threads, one ends of the ring arms in a hinged mode are hinged to one ends of the ring bodies through pin shafts, the other ends of the ring arms are provided with fastening plates with openings, the other ends of the ring bodies are hinged to fastening rods, the fastening rods are sleeved into the fastening plates through the openings, and the ring bodies and the ring arms are locked through fastening nuts connected to the fastening rods in a threaded mode.

4. The lower pier slope surface cushion concrete pouring template as claimed in claim 2, wherein: the main edge comprises two rod bodies arranged at intervals, the connecting rod is sleeved in a gap between the rod bodies, and the pressing groove is matched with the rod bodies.

5. The lower pier slope surface cushion concrete pouring template as claimed in claim 4, wherein: the fixed rod is fixedly connected with one or two of the rod bodies.

6. The lower pier slope surface cushion concrete pouring template as claimed in claim 2, wherein: the vertical rods and the transverse rods are fixed on the vertical rods to form supporting layers, the supporting layers are alternately provided with multiple layers, the outer ends of the supporting layers are matched with the inner wall of the conical outer die, corresponding fixing rods are arranged, and the fixing rods are fixedly connected with the main ribs.