CN217420483U - Anti-skidding structure is used in oblique roof concrete construction - Google Patents

Anti-skidding structure is used in oblique roof concrete construction Download PDF

Info

Publication number
CN217420483U
CN217420483U CN202221034894.2U CN202221034894U CN217420483U CN 217420483 U CN217420483 U CN 217420483U CN 202221034894 U CN202221034894 U CN 202221034894U CN 217420483 U CN217420483 U CN 217420483U
Authority
CN
China
Prior art keywords
template
baffle
concrete construction
formwork
sides
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.)
Active
Application number
CN202221034894.2U
Other languages
Chinese (zh)
Inventor
向绍普
姜涛
易晓东
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.)
China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau 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 China Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN202221034894.2U priority Critical patent/CN217420483U/en
Application granted granted Critical
Publication of CN217420483U publication Critical patent/CN217420483U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The utility model discloses an anti-skidding structure is used in oblique roof concrete construction relates to oblique roof concrete construction technical field, including the template subassembly, the bottom of template subassembly is settled there is the support frame, and the bottom both sides of template subassembly all are connected with the wall body, the template subassembly is including first template, and the bottom of first template is connected with the second template, settle at the top middle part of second template has reinforcing bar frame, baffle, the baffle is settled in the outside top of template subassembly, and the bottom of baffle is connected with the connecting rod. The utility model discloses in, when concrete placement inclined roof face, through pouring simultaneously to the domatic two sides for it is excellent to pour the effect, and stops the operation through the concrete that the baffle was pour to the two sides, makes it be difficult for trickling, slip because of self gravity is too fast, and the concrete slip speed of effectual maintenance two sides is unanimous, reduces secondary operation's time, thereby promotes the efficiency of this anti-skidding structure to inclined roof face concrete construction work.

Description

Anti-skidding structure is used in oblique roof concrete construction
Technical Field
The utility model relates to a sloping roof concrete construction technical field especially relates to an anti-skidding structure is used in sloping roof concrete construction.
Background
With the development of the building industry and the progress of the times, concrete construction methods for inclined roofs are various, wherein a single-face template method and a double-face splint method exist, the single-face template method is a simple method commonly used in concrete construction of the sloping roof and is suitable for sloping surfaces with the slope of less than 26 degrees, the double-face splint method is suitable for slopes with the slope of up to 75 degrees, short steel bars are needed to be used as supports, and water stop sheets are additionally arranged to control the thickness of the roof and stop water and prevent seepage.
When the existing inclined roof concrete is constructed, the concrete does not have the function of preventing the concrete from sliding, so that the phenomenon of natural flowing is easily caused by the gravity of the concrete, and the inclined roof concrete construction is difficult.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving current oblique roof concrete construction time, do not possess the antiskid function of concrete for easily cause the phenomenon of natural trickling because of the gravity of concrete, cause the shortcoming of oblique roof concrete construction work difficulty, and the oblique roof anti-skidding structure for concrete construction that proposes.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides an anti-skidding structure is used in oblique roofing concrete construction, includes:
the bottom of the template assembly is provided with a support frame, two sides of the bottom end of the template assembly are connected with walls, the template assembly comprises a first template, the bottom end of the first template is connected with a second template, and the middle of the top end of the second template is provided with a reinforcing steel bar frame;
the baffle, the baffle is settled in the outside top of template component, and the bottom of baffle is connected with the connecting rod, the chain is installed to the other end of connecting rod, and the outside cover of chain is equipped with movable post, the bottom mid-mounting of template component has the fixed plate, and the inboard of fixed plate has seted up the second spout, the outer wall connection of movable post has the traveller, and the outer wall of movable post installs the fixed column, the inner wall both sides of movable post all are fixed with solid fixed ring, the reservation groove has been seted up in the front of fixed plate.
Preferably, the outer wall of the first template is provided with a first sliding chute, and the first template is symmetrical about the central axis of the second template.
Preferably, the baffle constitutes sliding structure through first spout and template component, and the baffle is "worker" style of calligraphy column structure setting.
Preferably, the movable columns form a sliding structure through the sliding columns, the second sliding grooves and the fixing plate, and the sliding columns are distributed in a T-shaped structure.
Preferably, the fixing column and the preformed groove are clamped, and the preformed groove is equidistantly distributed on two sides of the front surface of the fixing plate.
Preferably, the fixing rings are sleeved with the chains, and the fixing rings are distributed on one half of the inner wall of the movable column.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
1. the utility model discloses in, when concrete placement inclined roof face, through pouring simultaneously to the domatic two sides for it is excellent to pour the effect, and stops the operation through the concrete that the baffle was pour to the two sides, makes it be difficult for trickling, slip because of self gravity is too fast, and the concrete slip speed of effectual maintenance two sides is unanimous, reduces secondary operation's time, thereby promotes the efficiency of this anti-skidding structure to inclined roof face concrete construction work.
2. The utility model discloses in, when the concrete that the one side was pour appeared is too much, and the velocity of flow is big, then the baffle activity of this side is too fast, drives the chain slope, and drives movable post slope in step, so the fixed column carries out the joint operation along the nearest preformed groove inboard in below to the angle of increase movable post slope pulls the baffle that has the chain through movable post and opposite side, blocks the operation to the baffle and the concrete of this side, can effectually play skid-proof effect.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a front view of the fixing plate of the present invention;
FIG. 3 is a schematic top view of the movable column of the present invention;
fig. 4 is a schematic view of a top view structure of the middle module of the present invention.
Illustration of the drawings:
1. a template assembly; 101. a first template; 102. a second template; 2. a first chute; 3. a support frame; 4. a wall body; 5. a baffle plate; 6. a connecting rod; 7. a movable post; 8. a chain; 9. a fixing plate; 10. a second chute; 11. a traveler; 12. fixing a column; 13. a fixing ring; 14. a reinforcing steel bar frame; 15. and (5) reserving a groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-4, an anti-slip structure for inclined roof concrete construction includes a formwork assembly 1, a first formwork 101, a second formwork 102, a first chute 2, a support frame 3, a wall 4, a baffle 5, a connecting rod 6, a movable column 7, a chain 8, a fixing plate 9, a second chute 10, a sliding column 11, a fixing column 12, a fixing ring 13, a reinforcing steel frame 14, and a preformed groove 15, wherein the support frame 3 is disposed at the bottom of the formwork assembly 1, the wall 4 is connected to both sides of the bottom end of the formwork assembly 1, the formwork assembly 1 includes the first formwork 101, the bottom end of the first formwork 101 is connected to the second formwork 102, the first chute 2 is disposed on the outer wall of the first formwork 101, the first formwork 101 is symmetrical with respect to the central axis of the second formwork 102, the first chute 2 is mainly disposed to facilitate movement of the baffle 5, so that the baffle 5 can slide relative to the formwork assembly 1, the middle part of the top end of the second template 102 is provided with a reinforcing steel bar frame 14;
a baffle 5, the baffle 5 is arranged above the outer side of the template component 1, the bottom end of the baffle 5 is connected with a connecting rod 6, the baffle 5 and the template component 1 form a sliding structure through a first chute 2, and the baffle 5 is arranged in an I-shaped structure, and through the arrangement of the baffle 5 in the I-shaped structure, which can be lapped above the template component 1 to facilitate the blocking and anti-skid operation of the flowing concrete, the other end of the connecting rod 6 is provided with a chain 8, and the outer side of the chain 8 is sleeved with a movable post 7, the movable post 7 forms a sliding structure with a fixed plate 9 through a sliding post 11, a second sliding groove 10, and the sliding columns 11 are distributed in a T-shaped structure, when the concrete on the slope surfaces at two sides is poured and constructed and the speed is uniform, the movable post 7 moves down along with the output of the chain 8, so it moves down by the sliding of the sliding post 11 along the inner side of the second sliding slot 10;
the middle part of the bottom end of the template component 1 is provided with a fixed plate 9, the inner side of the fixed plate 9 is provided with a second sliding chute 10, the outer wall of the movable column 7 is connected with a sliding column 11, the outer wall of the movable column 7 is provided with a fixed column 12, the fixed column 12 is clamped with the reserved chute 15, the reserved chute 15 is equidistantly distributed on two sides of the front surface of the fixed plate 9, the clamping is realized by sliding the fixed column 12 along the inner side of the reserved chute 15, the large-angle inclination of the movable column 7 can be effectively assisted, so that the friction force between the movable column 7 and the chain 8 is increased, the anti-skidding operation of the baffle 5 on one side is realized, both sides of the inner wall of the movable column 7 are respectively fixed with a fixed ring 13, the fixed rings 13 are sleeved with the chain 8, the fixed rings 13 are distributed on one half part of the inner wall of the movable column 7, the chain 8 moves along the inner side of the fixed rings 13, the winding phenomenon of the chain 8 which is in an annular structure and is arranged inside the movable column 7 can be effectively prevented, the front surface of the fixing plate 9 is provided with a preformed groove 15.
The working principle is as follows: when the concrete pouring machine is used, firstly, the template frame, the reinforcing steel bar frame 14 and the like are built by workers, then, when people pour the slopes on two sides synchronously, concrete naturally flows under the action of self gravity until the concrete abuts against the baffle 5, when the flowing speeds of the concrete on two sides are consistent, the baffle 5 on two sides synchronously moves along the first sliding groove 2, the chain 8 outputs along the inner side of the movable column 7, meanwhile, the movable column 7 synchronously moves downwards along the inner side of the second sliding groove 10 through the sliding column 11, when too much concrete is poured on one side and the flow speed is high, the baffle 5 on one side moves too fast, the chain 8 is driven to incline, the movable column 7 is synchronously driven to incline, the fixed column 12 moves along the inner side of the nearest reserved groove 15 below and is clamped, so that the inclined angle of the movable column 7 is increased, thereby increasing the friction force between the baffle plate and the chain 8, playing the anti-skidding operation of the baffle plate 5 on one side, and finally completing the concrete pouring construction work of the inclined roof.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (6)

1. The utility model provides an anti-skidding structure is used in oblique roof concrete construction which characterized in that includes:
the formwork component (1) is provided with a support frame (3) at the bottom of the formwork component (1), two sides of the bottom end of the formwork component (1) are connected with a wall body (4), the formwork component (1) comprises a first formwork (101), the bottom end of the first formwork (101) is connected with a second formwork (102), and the middle of the top end of the second formwork (102) is provided with a reinforcing steel bar frame (14);
baffle (5), settle in the outside top of template component (1) baffle (5), and the bottom of baffle (5) is connected with connecting rod (6), chain (8) are installed to the other end of connecting rod (6), and the outside cover of chain (8) is equipped with movable post (7), the bottom mid-mounting of template component (1) has fixed plate (9), and the inboard of fixed plate (9) has seted up second spout (10), the outer wall connection of activity post (7) has traveller (11), and the outer wall of activity post (7) installs fixed column (12), the inner wall both sides of activity post (7) all are fixed with solid fixed ring (13), reserve groove (15) have been seted up in the front of fixed plate (9).
2. The antiskid structure for inclined roof concrete construction according to claim 1, characterized in that: the outer wall of the first template (101) is provided with a first sliding chute (2), and the first template (101) is symmetrical about the central axis of the second template (102).
3. The antiskid structure for inclined roof concrete construction according to claim 1, wherein: baffle (5) constitute sliding construction through first spout (2) and template component (1), and baffle (5) are "worker" word column structure setting.
4. The antiskid structure for inclined roof concrete construction according to claim 1, characterized in that: the movable columns (7) and the fixed plate (9) form a sliding structure through sliding columns (11), second sliding grooves (10), and the sliding columns (11) are distributed in a T-shaped structure.
5. The antiskid structure for inclined roof concrete construction according to claim 1, characterized in that: the fixing column (12) is clamped with the reserved groove (15), and the reserved groove (15) is equidistantly distributed on two sides of the front face of the fixing plate (9).
6. The antiskid structure for inclined roof concrete construction according to claim 1, characterized in that: the fixing rings (13) are sleeved with the chains (8), and the fixing rings (13) are distributed on one half of the inner wall of the movable column (7).
CN202221034894.2U 2022-04-30 2022-04-30 Anti-skidding structure is used in oblique roof concrete construction Active CN217420483U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221034894.2U CN217420483U (en) 2022-04-30 2022-04-30 Anti-skidding structure is used in oblique roof concrete construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221034894.2U CN217420483U (en) 2022-04-30 2022-04-30 Anti-skidding structure is used in oblique roof concrete construction

Publications (1)

Publication Number Publication Date
CN217420483U true CN217420483U (en) 2022-09-13

Family

ID=83184859

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221034894.2U Active CN217420483U (en) 2022-04-30 2022-04-30 Anti-skidding structure is used in oblique roof concrete construction

Country Status (1)

Country Link
CN (1) CN217420483U (en)

Similar Documents

Publication Publication Date Title
CN201943045U (en) Automatic-moving hydraulic cantilever gantry concrete placement device for wave wall
CN206553961U (en) The short light-duty expanded letter combined type Hanging Basket of tower cable-stayed bridge
CN207159789U (en) A kind of beam prefabricated anti-collision wall structure of unit construction bridge
CN101781878A (en) Integral lifting template of main pylon of single-pylon cable-stayed bridge without dorsal cables and lifting construction method thereof
CN106894494A (en) Diffusion collective-type reflux energy dissipating drop well
CN107100074A (en) A kind of lower bearing arch bridge concrete bridge deck construction method
CN109469349A (en) A kind of floor strengthening reconstruction method for adding reinforced concrete secondary beam
CN110453613A (en) A kind of cantilever method construction of Large span girder bridge box beam tunneling boring
CN217420483U (en) Anti-skidding structure is used in oblique roof concrete construction
CN206815199U (en) A kind of Bridge Crack bracing means
CN102268858B (en) Cradle for suspension pouring of arch-type bridge
CN206538910U (en) The curtain wall construction column template reinforcement system of horn mouth formula
CN206800173U (en) Floorings Prestressed Concrete I Beams are poured after a kind of railway
CN209011364U (en) A kind of vertical connector of precast wall body
CN216275761U (en) Municipal administration road design road surface domatic structure
CN201730626U (en) Concrete casting sliding die of flat hole of tunnel
CN201588172U (en) Integral single-tower non-dorsal-cord cable-stayed-bridge king tower lifting template
CN205348005U (en) Construction operation combination platform of basket is hung to cable -stay bridge guy rope
CN210917369U (en) Negative pressure chute device for rapid transportation of roller compacted concrete
CN209854576U (en) Trolley for construction of cover plate culvert or channel
CN208121576U (en) A kind of high cylinder pier merogenesis construction auxiliary equipment
CN202954577U (en) Reinforced structure for bearing beam of wall-attached embedded part of large-tonnage self-climbing tower crane
CN213740655U (en) Bridge floor drainage maintenance strutting arrangement
CN2234985Y (en) Single-side sliding form
CN206267037U (en) Reversely hung Yong is trapezoidal tiltedly to climb Hanging Basket

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant