CN101619611B - Controller capable of controlling thickness of protecting layer of bar concrete cast-in-situ plate and thickness of bar concrete cast-in-situ plate - Google Patents
Controller capable of controlling thickness of protecting layer of bar concrete cast-in-situ plate and thickness of bar concrete cast-in-situ plate Download PDFInfo
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- CN101619611B CN101619611B CN2009101621107A CN200910162110A CN101619611B CN 101619611 B CN101619611 B CN 101619611B CN 2009101621107 A CN2009101621107 A CN 2009101621107A CN 200910162110 A CN200910162110 A CN 200910162110A CN 101619611 B CN101619611 B CN 101619611B
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Abstract
The invention relates to a controller capable of accurately controlling the thickness of the hogging moment steel bar protecting layer of a steel bar concrete cast-in-situ plate and the thickness of the steel bar concrete cast-in-situ plate, which comprises three three-way stand bars and a vertical column, wherein the vertical column is connected with the three-way stand bars; the lower part of the vertical column is provided with an annular bracket; the annular bracket is articulated with the three-way stand bars; three surfaces of the upper part of the vertical column are square, and one surface of the upper part of the vertical column is circular; the upper part of the vertical column is provided with a cast-in-situ plate thickness control hole and an internal thread locking control hole vertically communicated with the cast-in-situ plate thickness control hole; a compensation rod and a locking extraction bolt screwed with the locking control hole are arranged in the internal thread locking control hole; a cast-in-situ plate thickness ruler marking bolt penetrating through the cast-in-situ plate thickness control hole is arranged on the vertical column, and two hogging moment steel bar locking claw rods are linked with the cast-in-situ plate thickness ruler marking bolt; and seal plugs are arranged in both sides of the cast-in-situ plate thickness control hole. The invention has wide application range and is particularly suitable for constructing various steel bar concrete cast-in-situ plates and large-volume steel bar concrete foundation bottom plates or some large-scale equipment foundations and high-thickness steel bar concrete cast-in-situ plates.
Description
Technical field
The present invention relates to a kind of gage controller, particularly, relate to a kind of controller that can accurately control steel bar concrete cast-in-place plate negative reinforcement protective layer thickness and cast-in-place plate thickness.
Background technology
At present, enterprise in charge of construction is an insoluble a great problem in the construction to the control of reinforced concrete cast-in-situ plate top reinforcement (negative reinforcement) topping and the control of cast-in-place plate thickness always.Following substantially several according to working measure now:
One, the control of top mat sheet
1, between at the bottom of reinforced concrete cast-in-situ plate top reinforcement and the cast-in-place plate, the reinforcing bar split heads is set then.
2, require site preparation that several fonts, vertical bar shaped reinforcing bar split heads are set according to reinforced concrete cast-in-situ plate thickness and top reinforcement protective layer thickness.
3, use to replace the reinforcing bar split heads for the relatively thinner reinforced concrete cast-in-situ plate site preparation concrete pier of thickness.
4, use the typing Steel bar rack and the split heads of manufacturer production on the market.
Two, the control of reinforced concrete cast-in-situ plate thickness
1, on the wall of cast-in-place edges of boards, the post master muscle or other exceed on the object of cast-in-place plate plate face absolute altitude and copied cast-in-place plate plate face control absolute altitude.
2, the constructor receives at ordinary times according to the absolute altitude backguy construction levelling control thickness of slab of copying.
The reinforced concrete works quality of above way after to its moulding still do not reach ideal designs and job specfication requirement.Be mainly reflected in two aspect problems: one, floor top reinforcement protective layer thickness are uneven less than normal or bigger than normal.Two, the reinforced concrete cast-in-situ plate thickness is thick partially.Entangle its reason and be each work post cross-operation on its work plane in the construction, the constructor walks frequently, stops over nowhere, and cast-in-place plate top reinforcement is trampled unavoidably in a large number; Particularly water in the process of smashing at concrete cast-in-place slab; the position is all very correct during reinforcing bar binding often; but once situation changes when smashing to watering; when especially on relatively thinner reinforced concrete cast-in-situ plate, constructing; be not that the people steps on be exactly above Work tool is pressed in; the result who causes thus is the reinforcing bar split heads or the riding of bearing bar or topples over, the negative reinforcement flexural deformation of concrete upper strata, and the thickness of topping also just can not get guaranteeing.Present most engineering adopts pumping of concrete; pump line end conduit is wayward during construction; during operation; conduit is owing to the influence of inertia such as being subjected to that concrete impact and pump line move; direction is difficult to hold; cause constructor's astasia and trample the upper strata negative reinforcement making its displacement, it is bigger than normal to cause thickness of protection tier to differ.Secondly its plate face absolute altitude control is inaccurate during concrete construction, is to guarantee the acceptance on examination code requirement, can only cause the reinforced concrete cast-in-situ plate thickness generally super thick thus by guaranteeing to allow the overgauge construction, causes that thickness of protection tier is bigger than normal also to cause the wasting of resources.Between the levels reinforcing bar that double-layer double-directions such as the Reinforced Concrete sole plate in highrise building or some large equipment bases and high thick reinforced concrete cast-in-situ plate are provided with.Steel bar rack adopts the Steel bar rack of reinforcing bar welding production more and uses shape steel bracket mainly to adopt angle steel and channel-section steel to be welded to form.Support the weight of top reinforcement, with the absolute altitude of control reinforcing bar and whole working load of top operating platform.Consequently: a, whichever way are disposable input and cause the wasting of resources; B, building load increase; The anti-permeability performance of c, reduction steel concrete.How onboard the cast-in-place plate local cracks of invar reinforced concrete portion; prolong negative reinforcement topping longitudinal cracking; water is penetrated on negative reinforcement and the reinforcing bar split heads supporting leg along this crack; prolong reinforcing bar split heads supporting leg and be penetrated at the bottom of the plate, the reinforcing bar split heads supporting leg of this moment just played the reinforced concrete cast-in-situ plate up and down between the effect of water conservancy diversion bridge and cause plate at the bottom of rust spot.
Summary of the invention
For eliminating above defective, the invention provides a kind of tool-type device that can control reinforced concrete cast-in-situ plate negative reinforcement protective layer thickness and plate thickness.
The objective of the invention is to realize: a kind of steel bar concrete cast-in-place plate negative reinforcement protective layer thickness and plate thickness controller by following structure, comprise three three-dimensional legs, the column that is connected with the three-dimensional leg, it is characterized in that: the column bottom is a cylinder support, and cylinder support and three-dimensional leg are hinged; Column top is provided with the internal thread locking control hole of cast-in-place plate thickness of slab control hole and vertical perforation with control hole; Be provided with compensation bar in the internal thread locking control hole, extract bolt with the locking of locking control hole wire connection; Column is provided with by the cast-in-place plate thickness of slab wrench footage number of cast-in-place plate thickness of slab control hole and fastens, and two negative reinforcement locking claw bars and cast-in-place plate thickness of slab wrench footage number are fastened interlock, and cast-in-place plate thickness of slab wrench footage number is fixed and is provided with footage number sealing screw; Cast-in-place plate thickness of slab control hole is provided with sealing-plug in the both sides; Three-dimensional leg and column hinged place are filled with high-elastic waterproof glue.
Three on described column top is that the plane simultaneously is circular arc, and three-dimensional leg and column adopt high-strength bolt hinged.
Described three-dimensional leg section be three square, one sides for triangle, three three-dimensional legs each other 120 ° hinged with column lower cylindrical shape bearing; Three-dimensional leg top is provided with and the hinged connecting hole of column bottom round bearing; Three-dimensional leg bottom is less; The cylinder support of column bottom bottom in circular flat, the plane each other 120 ° be provided with the groove that can hold three three-dimensional legs, the corresponding three-dimensional leg of inside grooves top connecting hole laterally runs through the column bottom.
Described high-strength bolt two ends are provided with that to move back a groove hidden in the round bearing of column bottom, three three-dimensional legs are 120 ° by this high-strength bolt and column bottom round bearing hinge plane, vertical plane and 30 ° of angles of column bottom round bearing center line, support and control device and upper load; Column bottom round bearing groove internal upper part have each other 120 ° fall 30 ° domatic, when three three-dimensional legs are opened with 30 °, three planes, three three-dimensional leg top and column bottom round bearing groove internal upper part each other 120 ° fall 30 ° of domatic contacts to holding the lotus face; Cast-in-place plate thickness of slab control hole by column top is provided with cast-in-place plate thickness of slab wrench footage number and fastens, and is provided with two negative reinforcements locking claw bars of fastening interlock with cast-in-place plate thickness of slab wrench footage number in the column both sides.
Described column top is provided with three cast-in-place plate thickness of slab control holes.
Be provided with two compensation bars in the described internal thread locking control hole.
The purpose of the present invention design is, and is simple in structure, volume is little, the control thickness range is big, applied widely, can adjust at any time the position is set.Its advantage is: 1, cancelled the setting of traditional reinforcing bar split heads; 2, do not change former working procedure; 3, use is simple, convenient, directly perceived, easy to operate; 4, workmanship is guaranteed; 5, social benefit and business economic remarkable benefit.
Description of drawings
The present invention is described in further detail below in conjunction with accompanying drawing.
Fig. 1: be steel bar concrete of the present invention cast-in-place plate negative reinforcement protective layer thickness and plate thickness controller architecture schematic diagram;
Fig. 2: be A-A structural profile schematic diagram among Fig. 1;
Fig. 3: for using the construction view of this controller separately;
Fig. 4: for being used in combination the construction view of this controller;
The specific embodiment
Shown in Fig. 1-2, steel bar concrete cast-in-place plate negative reinforcement protective layer thickness and plate thickness controller, it comprises three three-dimensional legs 1, the column 2 that is connected with leg 1; Column 2 bottoms are round bearing, and round bearing and three-dimensional leg 1 are hinged; Three on column 2 tops are square one side for circular, column 2 tops be provided with if three cast-in-place plate thickness of slab control holes 3 with lock control hole 4 with the internal thread of control hole 3 vertical perforations; Be provided with two compensation bars 5 in the internal thread locking control hole 4, extract bolt 6 with the locking of locking control hole 4 wire connections; Column 2 is provided with fastens 7, two negative reinforcements locking claw bars 8 by the cast-in-place plate thickness of slab wrench footage number of cast-in-place plate thickness of slab control hole 3 and fastens 7 interlocks with cast-in-place plate thickness of slab wrench footage number; In cast-in-place plate thickness of slab control hole 3 both sides, be provided with sealing-plug 9; Three-dimensional leg 1 and column 2 adopt high-strength bolt 10 hinged; Three-dimensional leg 1 and column 2 hinged places are filled with high-elastic waterproof glue 11; Cast-in-place plate thickness of slab wrench footage number is fastened 7 and is provided with footage number sealing screw 12.Three-dimensional leg 1 section be three square, one sides for triangle, three three-dimensional legs each other 120 ° hinged with column 2 bottom round bearings; Three-dimensional leg 1 top is provided with and the hinged connecting hole of column 2 bottom round bearings; Three three-dimensional leg 1 bottoms are less, mainly play and satisfy support and control device and upper load effect; The round bearing of column 2 bottoms bottom in circular flat, the plane each other 120 ° be provided with the groove that can hold three three-dimensional legs 1, the corresponding three-dimensional leg of inside grooves 1 top connecting hole laterally runs through column 2 bottoms, the round bearing inner groovy is 120 °, and is hinged by high-strength bolt 10 and three three-dimensional leg 1 top connecting holes; These high-strength bolt two ends are provided with that to move back a groove hidden in column 2 bottom round bearings, three three-dimensional legs 1 are 120 ° by this high-strength bolt and column 2 bottom round bearing hinge plane, vertical plane and 30 ° of angles of column 2 bottom round bearing center lines, support and control device and upper load.Column 2 bottom round bearing groove internal upper parts have each other 120 ° fall 30 ° domatic, when three three-dimensional legs 1 are opened with 30 °, three planes, three three-dimensional leg 1 top and column 2 bottom round bearing groove internal upper parts each other 120 ° fall 30 ° of domatic contacts to holding the lotus face.Cast-in-place plate thickness of slab control hole 3 by column 2 tops is provided with cast-in-place plate thickness of slab wrench footage number and fastens 7, is provided with two negative reinforcements locking claw bars 8 that cast-in-place plate thickness of slab wrench footage number is fastened 7 interlocks in column 2 both sides.Therefore controller can be controlled the reinforced concrete cast-in-situ plate of some thicknesss of slab, when adopting a kind of thickness of slab construction to use, cement mortar entered in cast-in-place plate thickness of slab control hole 3 and the internal thread locking control hole 4 when remaining cast-in-place plate thickness of slab control hole 3 just prevented that with rubber seal plug 9 these hole coagulations of obstruction soil from building.
The user mode of steel bar concrete cast-in-place plate negative reinforcement protective layer thickness and plate thickness controller as shown in Figure 3-4; among the figure, a be support system flitch, b be support system template, c be cast-in-place plate bottom layer of the reinforcing steel, d be cast-in-place slab reinforced concrete, e be cast-in-place plate upper strata negative reinforcement or distribution reinforcement, f be cast-in-place plate upper strata negative reinforcement, g be negative reinforcement concrete cover, h for combination pressure pin, i be that steel bar concrete cast-in-place plate negative reinforcement protective layer thickness and plate thickness controller, j are that cast-in-place plate bottom layer of the reinforcing steel concrete cover cushion block, k are the cast-in-place plate thickness of reinforcing bar.When using this controller separately (as shown in Figure 3); cast-in-place plate thickness and the requirement of negative reinforcement protective layer thickness according to the working drawing design; adjustment combines the position of controlling cast-in-place plate thickness and negative reinforcement protective layer thickness on this controller; during operation the three-dimensional leg of controller separately leaned against naturally and vertically erect controller on the negative reinforcement limit; two negative reinforcement locking claw bar 8 gripper negative reinforcements with controller; with hand steered live the moving cast-in-place plate thickness of slab wrench footage number of controller upper board fasten 7 apply behind the certain pressure by with two negative reinforcements locking claw bars 8 of its interlock gripper negative reinforcement tightly; hand-tight make-up locking is extracted bolt 6 and is applied behind the certain pressure and tightly to withstand cast-in-place plate thickness of slab wrench footage number by compensation bar 5 internal stress effects and fasten 7 and make two negative reinforcements locking claw bars 8 tightly hang the positions that lock negative reinforcement, to this installation this controller is set and finishes.When being used in combination this controller (as shown in Figure 4), when the reinforced concrete cast-in-situ plate is constructed, after concealed works such as bottom layer of the reinforcing steel colligation and electric, hot-water heating are finished.Can be by two controllers and utilize pressure pin that building site steel scrap muscle manufactures form traditional reinforcing bar split heads as shown in Figure 4, allow two negative reinforcements locking claw bars 8 on two controllers tightly hang the position that locks pressure pin to form traditional reinforcing bar split heads as shown in Figure 4, frame founds bearing bar concrete cast-in-place slab negative reinforcement, its using method is the same with traditional reinforcing bar split heads using method, and usage quantity can be provided with as required at random.When concreting, fasten the construction thickness of the cast-in-place plate of 7 controls according to the cast-in-place plate thickness of slab wrench footage number on the controller.When taking out this controller, receive flat personnel by constructing operation and before concrete initial set, take out, unclamp locking during taking-up earlier and extract bolt 6, make it not fasten 7 reinforcings cast-in-place plate thickness of slab wrench footage number.The moving cast-in-place plate thickness of slab wrench footage number of plate is fastened two negative reinforcements locking claw bars 8 of 7 drives and its interlock, makes two negative reinforcements locking claw bars 8 unclamp negative reinforcement or pressure pin, extracts the annular distance on the controller lock extraction bolt 6 and takes out controller and pressure pin.And mend real shortcoming concrete and smear the cast-in-place plate surface layer of pressure levelling.Controller takes out the back and in time cleans in order to using next time.
Claims (6)
1. steel bar concrete cast-in-place plate negative reinforcement protective layer thickness and plate thickness controller, the column (2) that comprise three three-dimensional legs (1), is connected with the three-dimensional leg is characterized in that: the column bottom is a cylinder support, cylinder support and three-dimensional leg are hinged; Column top is provided with the internal thread locking control hole (4) of cast-in-place plate thickness of slab control hole (3) and vertical perforation with control hole; Be provided with compensation bar (5) in the internal thread locking control hole, extract bolt (6) with the locking of locking control hole wire connection; Column is provided with by the cast-in-place plate thickness of slab wrench footage number of cast-in-place plate thickness of slab control hole and fastens (7), and two negative reinforcement locking claw bars (8) are fastened interlock with cast-in-place plate thickness of slab wrench footage number, and cast-in-place plate thickness of slab wrench footage number is fixed and is provided with footage number sealing screw (12); Cast-in-place plate thickness of slab control hole is provided with sealing-plug (9) in the both sides; Three-dimensional leg and column hinged place are filled with high-elastic waterproof glue (11).
2. steel bar concrete cast-in-place plate negative reinforcement protective layer thickness according to claim 1 and plate thickness controller is characterized in that: three on column top is that the plane simultaneously is circular arc, and three-dimensional leg and column adopt high-strength bolt (10) hinged.
3. steel bar concrete cast-in-place plate negative reinforcement protective layer thickness according to claim 2 and plate thickness controller, it is characterized in that: three-dimensional leg section be three square, one sides for triangle, three three-dimensional legs each other 120 ° hinged with column lower cylindrical shape bearing; Three-dimensional leg top is provided with and the hinged connecting hole of column bottom round bearing; Three-dimensional leg bottom is less; The cylinder support of column bottom bottom in circular flat, the plane each other 120 ° be provided with the groove that can hold three three-dimensional legs, the corresponding three-dimensional leg of inside grooves top connecting hole laterally runs through the column bottom.
4. steel bar concrete cast-in-place plate negative reinforcement protective layer thickness according to claim 3 and plate thickness controller, it is characterized in that: the high-strength bolt two ends are provided with that to move back a groove hidden in the round bearing of column bottom, three three-dimensional legs are 120 ° by this high-strength bolt and column bottom round bearing hinge plane, vertical plane and 30 ° of angles of column bottom round bearing center line, support and control device and upper load; Column bottom round bearing groove internal upper part have each other 120 ° fall 30 ° domatic, when three three-dimensional legs are opened with 30 °, three planes, three three-dimensional leg top and column bottom round bearing groove internal upper part each other 120 ° fall 30 ° of domatic contacts to holding the lotus face; Cast-in-place plate thickness of slab control hole by column top is provided with cast-in-place plate thickness of slab wrench footage number and fastens, and is provided with two negative reinforcements locking claw bars of fastening interlock with cast-in-place plate thickness of slab wrench footage number in the column both sides.
5. steel bar concrete cast-in-place plate negative reinforcement protective layer thickness according to claim 4 and plate thickness controller is characterized in that: described column top is provided with three cast-in-place plate thickness of slab control holes.
6. steel bar concrete cast-in-place plate negative reinforcement protective layer thickness according to claim 5 and plate thickness controller is characterized in that: be provided with two compensation bars in the described internal thread locking control hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101621107A CN101619611B (en) | 2009-08-04 | 2009-08-04 | Controller capable of controlling thickness of protecting layer of bar concrete cast-in-situ plate and thickness of bar concrete cast-in-situ plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101621107A CN101619611B (en) | 2009-08-04 | 2009-08-04 | Controller capable of controlling thickness of protecting layer of bar concrete cast-in-situ plate and thickness of bar concrete cast-in-situ plate |
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| CN101619611A CN101619611A (en) | 2010-01-06 |
| CN101619611B true CN101619611B (en) | 2011-01-05 |
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| CN2009101621107A Expired - Fee Related CN101619611B (en) | 2009-08-04 | 2009-08-04 | Controller capable of controlling thickness of protecting layer of bar concrete cast-in-situ plate and thickness of bar concrete cast-in-situ plate |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127971A (en) * | 2011-03-23 | 2011-07-20 | 中天建设集团有限公司 | Adjustable leveling stool and method for controlling floorslab thickness by using same |
| CN103122696B (en) * | 2013-02-06 | 2015-09-09 | 上海中锦建设集团股份有限公司 | Cast-in-place concrete floor gage controller and method thereof |
| CN103422622B (en) * | 2013-09-07 | 2016-03-02 | 唐山曹妃甸二十二冶工程技术有限公司 | The steel bar horse-shaped bench that height adjustable can reuse |
| CN104929367B (en) * | 2015-06-30 | 2017-03-01 | 中国二十冶集团有限公司 | The control device of flat concrete pouring quality and its using method |
| CN107012991A (en) * | 2017-05-22 | 2017-08-04 | 蒋红卫 | A kind of accurate spacing and strip thickness control device of concreting floor bar skeleton |
| CN112942690A (en) * | 2021-04-30 | 2021-06-11 | 温州振华建设有限公司 | Construction steel bar protective layer clamping device |
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| WO2002022982A1 (en) * | 2000-09-13 | 2002-03-21 | Serge Meilleur | Insulated formwork panels and process for their manufacture |
| CN2622289Y (en) * | 2003-05-12 | 2004-06-30 | 钱亚鹏 | Bundling free four-jaw heel-black of steel reinforced concrete protective layer |
| CN2701978Y (en) * | 2004-07-01 | 2005-05-25 | 北京建工一建工程建设有限公司 | Limiter for concrete protection layer |
| CN201217251Y (en) * | 2008-05-09 | 2009-04-08 | 中铁十二局集团有限公司 | Device for preparing strip blocks of reinforced concrete protective layer for tunnels |
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2009
- 2009-08-04 CN CN2009101621107A patent/CN101619611B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002022982A1 (en) * | 2000-09-13 | 2002-03-21 | Serge Meilleur | Insulated formwork panels and process for their manufacture |
| CN2622289Y (en) * | 2003-05-12 | 2004-06-30 | 钱亚鹏 | Bundling free four-jaw heel-black of steel reinforced concrete protective layer |
| CN2701978Y (en) * | 2004-07-01 | 2005-05-25 | 北京建工一建工程建设有限公司 | Limiter for concrete protection layer |
| CN201217251Y (en) * | 2008-05-09 | 2009-04-08 | 中铁十二局集团有限公司 | Device for preparing strip blocks of reinforced concrete protective layer for tunnels |
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