CN207686313U - Pressure-relieving reinforcing device for high-pressure pump pipe of bending section - Google Patents

Pressure-relieving reinforcing device for high-pressure pump pipe of bending section Download PDF

Info

Publication number
CN207686313U
CN207686313U CN201721606083.4U CN201721606083U CN207686313U CN 207686313 U CN207686313 U CN 207686313U CN 201721606083 U CN201721606083 U CN 201721606083U CN 207686313 U CN207686313 U CN 207686313U
Authority
CN
China
Prior art keywords
rubber
steel
bending section
support column
pump line
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
CN201721606083.4U
Other languages
Chinese (zh)
Inventor
姜涛
高强
吴学军
张晓光
黄成�
赵蓓
徐涛
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 First Group Corp Ltd
China Construction First Group the Fifth Construction Co Ltd
Original Assignee
China Construction First Group Corp Ltd
China Construction First Group the Fifth Construction 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 First Group Corp Ltd, China Construction First Group the Fifth Construction Co Ltd filed Critical China Construction First Group Corp Ltd
Priority to CN201721606083.4U priority Critical patent/CN207686313U/en
Application granted granted Critical
Publication of CN207686313U publication Critical patent/CN207686313U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

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

Abstract

The utility model provides a bending section high pressure ground pump line pressure relief reinforcing apparatus, including two horizontally arranged I-steel, rigid connection between two I-steel first connecting steel member, respectively rigid connection on two I-steel upper surfaces long support column and short support column, and rigid connection between long support column and short support column between the second connecting steel member, the upper end of long support column and the upper end of short support column all are equipped with the cardboard, be provided with the fixed orifices that cooperate with the rubber fixture on the cardboard; the rubber fixture comprises a U-shaped rubber strip and a bolt connection pair connected to two ends of the U-shaped rubber strip, and the rubber fixture sequentially penetrates through the rubber gasket and the fixing hole from top to bottom to fix the bent section pump pipe on the base. The device effectively reduces the pressure of the ground pump pipe in the super high-rise concrete pumping process, ensures the safety of the construction process, and plays a good role in pressure relief, noise elimination and noise reduction.

Description

The bending section high pressure ground slow pressure bracing means of pump line
Technical field
The utility model is related to a kind of fixing device more particularly to a kind of ground pump lines of Super High concrete pumping bending section Slow pressure bracing means.
Background technology
In the concrete pumping casting process of 200m or more high buildings, being not only concrete pumping, to pour difficulty big, and With the increase of story height, vertical pump line arranges longer that ground pump pumping pressure also increases therewith.Even if using high pressure Setting buffer layer, raising pump concrete performance, using high-strength concrete the skills such as pier, I-steel reinforcing in pump, intermediate floor Art measure cannot still solve the pressure release problem of pump line in High Pressure Reinforced Concrete pumping procedure.
Since ground pump pressure is excessive during practice of construction, often occur pump line booster, between pier and structure floor By drawing crack, the appearance of the problems such as I-steel and Di Dun are pulled off, rigidity reinforcing member and screw rod are pulled off is reinforced, gives Super High coagulation Native pumping construction brings many difficulties.
Utility model content
A kind of the purpose of this utility model is to provide bending section high pressure the slow pressure bracing means of pump line is to solve superelevation Layer concrete pumps in casting process that due to bending section pump pressure is excessive, often occur pump line booster, pier and structure building Between plate by drawing crack, reinforce the technical problems such as I-steel and Di Dun are pulled off, rigidity reinforcing member and screw rod are pulled off.
To solve the above problems, the utility model adopts the following technical solution:A kind of bending section high pressure the slow pressure of pump line plus It is fixedly mounted with and sets, including pedestal, rubber fixture, rubber sheet gasket, it is characterised in that:
The pedestal includes two horizontally disposed I-steel, be rigidly attached to two I-steel between the first connection steel Component is rigidly attached to drawing money on credit for two I-steel upper surfaces and dagger and short support column and is rigidly attached to long support respectively The second connection steel member between column and short support column, the upper end of the dagger of drawing money on credit and the upper end of short support column are equipped with card Plate is provided with the mounting hole with rubber fixture cooperation on the snap-gauge;
The rubber fixture includes U-shaped rubber strip and is connected to the bolt connection pair at U-shaped rubber strip both ends, rubber fixture by Rubber sheet gasket and mounting hole are sequentially passed through under and then by bending section pump line is fixed on pedestal.
Preferably, the rubber sheet gasket is placed on snap-gauge, and the upper surface of rubber sheet gasket is equipped with bending section pump line With the rubber groove shared, the circular hole with rubber fixture cooperation is additionally provided on rubber sheet gasket.
Preferably, multiple rubber fixtures are connected on the pedestal side by side.
Preferably, the cambered surface diameter of the rubber groove is identical as the ground outer diameter of pump line.
Preferably, further include with having concrete pier, the lower end of the pedestal is with being embedded in concrete in pier.
Preferably, the first connection steel member, the second connection steel member are I-steel, H profile steel, square steel, band steel or angle Steel.
Compared with prior art, it is with advantageous effect the characteristics of the utility model:
1, I-steel bottom is welded with profile iron, and plate is welded to connect between I-steel, for high pressure the bending section of pump line Slow pressure reinforce, the pressure of pump line bending section, ensure that the safety of construction with effectively slowing down high pressure.
2, the setting of rubber sheet gasket and U-shaped rubber fixture play slow pressure well, pressure release, noise elimination, noise reduction effect, together When also assure the safety of work progress.
3, the pedestal of the utility model uses 18# I-steel, and pump line, not only simple in structure with being used to support high pressure, on the spot It draws materials at low cost, and easy for assemble or unload quick, bearing capacity is big, and structure is more firm, safe, firm.
4, present apparatus materials are simple, and cost is relatively low, easy to operate, safety, and energy dissipating pressure release effect is good.
Description of the drawings
For bending section high pressure pump line delays the structural schematic diagram for pressing bracing means to Fig. 1.
Fig. 2 is the planar structure schematic diagram of snap-gauge.
Fig. 3 is the front view of rubber sheet gasket.
Fig. 4 is the vertical view of rubber sheet gasket.
Fig. 5 is the structural schematic diagram of rubber fixture.
Attached drawing marks:1- pedestals, 2- rubber fixture, 3- rubber sheet gaskets, 11- I-steel, the connections of 12- first steel member, 13- It draws money on credit the short support column of dagger, 14-, the connections of 15- second steel member, 16- snap-gauges, 17- mounting holes, 21-U shapes rubber strip, 22- bolts Auxiliary connection, 31- rubber groove, 32- circular holes, 4- bending sections ground pump line, 5- concretes ground pier.
Specific implementation mode
As shown in Figs. 1-2, a kind of bending section high pressure ground slow pressure bracing means of pump line, including pedestal(1), rubber fixture(2)、 Rubber sheet gasket(3).
The pedestal(1)It is made using machining, including two horizontally disposed I-steel(11), be rigidly attached to two I-steel(11)Between first connection steel member(12), be rigidly attached to two I-steel respectively(11)The long support of upper surface Column(13)With short support column(14)And it is rigidly attached to dagger of drawing money on credit(13)With short support column(14)Between second connection steel Component(15), the dagger of drawing money on credit(13)Upper end and short support column(14)Upper end be equipped with snap-gauge(16), the snap-gauge (16)On be provided with and rubber fixture(2)With the mounting hole shared(17);Pedestal(1)With being embedded in concrete in pier, anchor into ground pier Depth be no less than 300mm, strength grade of concrete C30, the height for stretching out the upper surfaces Di Dun is not more than 150mm.Snap-gauge (16)It is square, length of side 200mm, snap-gauge(16)Mounting hole there are four opening up(17), aperture 20mm, mounting hole(17)Away from From edge 12.5mm, snap-gauge(16)Thickness is 20mm.The first connection steel member(12), second connection steel member(15)For work Word steel, H profile steel, square steel, band steel or angle steel.
As shown in Figure 3-4, rubber sheet gasket(3)It is placed on snap-gauge(16)On, rubber sheet gasket(3)Upper surface be equipped with it is curved Tune ground pump line(4)With the rubber groove shared(31), rubber sheet gasket(3)On be additionally provided with and rubber fixture(2)With the circle shared Hole(32).
Rubber sheet gasket(3)Thickness be 10mm, circular hole(32)Apart from rubber sheet gasket(3)Edge 5mm, circular hole(32)Aperture For 20mm.Rubber sheet gasket(3)Length is 185mm, width 40mm, rubber groove(31)The thickness of both sides is 15mm.Rubber is recessed Slot(31)Cambered surface diameter and bending section ground pump line(4)Outer diameter is identical.
As shown in figure 5, the pedestal(1)On can connect multiple rubber fixtures side by side(2).The rubber fixture(2)Packet Include U-shaped rubber strip(21)Be connected to U-shaped rubber strip(21)The bolt connection pair at both ends(22), rubber fixture(2)From top to bottom Sequentially pass through rubber sheet gasket(3)And mounting hole(17)And then by bending section pump line(4)It is fixed on pedestal(1)On.U-shaped rubber Item(21)Width is 30mm, thickness 30mm, U-shaped rubber strip(21)Both ends at a distance of 125mm, bolt connection pair(22)Bolt Height is 150mm, and bolt 50mm is inserted into U-shaped rubber strip(21), a diameter of 18mm of bolt.
This bending section high pressure the slow pressure bracing means of pump line effectively reduce the bending during Super High concrete pumping Section ground pump pump line pressure, makes the pumping pressure of high-pressure pump during concrete pumping, is consumed in the process by rubber material, The safety that ensure that work progress, play slow pressure well, pressure release, noise elimination, noise reduction effect.
In work progress, the tensile property of rubber former material must have manufacture return on qualification, the caking property between screw rod and rubber Must be qualified through experimental examination, the former material of 18# I-steel and steel plate must have detection return on qualification, 18# I-steel, steel plate, steel The links such as twist drill hole must use machining, forbid using thermal cutting and hole burning, 18# I-steel and the weld seam that snap-gauge welds are necessary It is full, and through carrying out flaw detection qualification, for a whole set of connector during connecting pump line with ground pier, bolt must connect fastening.

Claims (6)

1. the bending section high pressure ground slow pressure bracing means of pump line, includes pedestal(1), rubber fixture(2)And rubber sheet gasket(3), It is characterized in that:
The pedestal(1)Including two horizontally disposed I-steel(11), be rigidly attached to two I-steel(11)Between One connection steel member(12), be rigidly attached to two I-steel respectively(11)The dagger of drawing money on credit of upper surface(13)With short support column (14)And it is rigidly attached to dagger of drawing money on credit(13)With short support column(14)Between second connection steel member(15), the length Support column(13)Upper end and short support column(14)Upper end be equipped with snap-gauge(16), the snap-gauge(16)On be provided with and rubber Fixture(2)With the mounting hole shared(17);
The rubber fixture(2)Including U-shaped rubber strip(21)Be connected to U-shaped rubber strip(21)The bolt connection pair at both ends (22), rubber fixture(2)From top to bottom sequentially pass through rubber sheet gasket(3)And mounting hole(17)And then by bending section pump line(4) It is fixed on pedestal(1)On.
2. the bending section high pressure according to claim 1 ground slow pressure bracing means of pump line, it is characterised in that:The rubber sheet gasket (3)It is placed on snap-gauge(16)On, rubber sheet gasket(3)Upper surface be equipped with bending section pump line(4)It is recessed with the rubber shared Slot(31), rubber sheet gasket(3)On be additionally provided with and rubber fixture(2)With the circular hole shared(32).
3. the bending section high pressure according to claim 1 ground slow pressure bracing means of pump line, it is characterised in that:The pedestal(1) On connect multiple rubber fixtures side by side(2).
4. the bending section high pressure according to claim 2 ground slow pressure bracing means of pump line, it is characterised in that:The rubber groove (31)Cambered surface diameter and bending section ground pump line(4)Outer diameter it is identical.
5. the bending section high pressure according to claim 1 ground slow pressure bracing means of pump line, it is characterised in that:Further include with having concrete Pier(5), the pedestal(1)Lower end with being embedded in concrete pier(5)In.
6. the bending section high pressure according to claim 1 ground slow pressure bracing means of pump line, it is characterised in that:First connection Steel member(12), second connection steel member(15)For I-steel, H profile steel, square steel, band steel or angle steel.
CN201721606083.4U 2017-11-27 2017-11-27 Pressure-relieving reinforcing device for high-pressure pump pipe of bending section Active CN207686313U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721606083.4U CN207686313U (en) 2017-11-27 2017-11-27 Pressure-relieving reinforcing device for high-pressure pump pipe of bending section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721606083.4U CN207686313U (en) 2017-11-27 2017-11-27 Pressure-relieving reinforcing device for high-pressure pump pipe of bending section

Publications (1)

Publication Number Publication Date
CN207686313U true CN207686313U (en) 2018-08-03

Family

ID=62999063

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721606083.4U Active CN207686313U (en) 2017-11-27 2017-11-27 Pressure-relieving reinforcing device for high-pressure pump pipe of bending section

Country Status (1)

Country Link
CN (1) CN207686313U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110259134A (en) * 2019-07-31 2019-09-20 中冶建工集团有限公司 A kind of ground pump pipe mounting structure and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110259134A (en) * 2019-07-31 2019-09-20 中冶建工集团有限公司 A kind of ground pump pipe mounting structure and method

Similar Documents

Publication Publication Date Title
CN206722404U (en) Horizontal reinforcing apparatus of narrow end wall unilateral formwork
CN201606575U (en) Copper pipe bearing support for super high-rise building
CN208981820U (en) It is a kind of that rod structure is connect based on former the newly-increased of reinforced column top
CN102926504A (en) Connecting steel construction member for steel and concrete overlapped beam combined part and construction method thereof
CN207686313U (en) Pressure-relieving reinforcing device for high-pressure pump pipe of bending section
CN102518300A (en) Embedded conical bearing joint type steel structure support and construction method thereof
CN106121221B (en) Building template bracing means
CN209555782U (en) A kind of truss I steel composite type bent cap anchor ear construction bracket
CN205857693U (en) A kind of canalization template being applied to movement joint both sides shear wall synchronous construction
CN201671227U (en) SRC column with diagonally arranged cross steels with flanges
CN203924656U (en) A kind of high-altitude overlength cable-stayed type shaped steel job platform structure
CN202831392U (en) Connecting steel component for joint part of steel reinforced concrete laminated beams
CN105672478B (en) The roof structure of long span building
CN212002245U (en) Aluminum mould board and wood mould board combination reinforcing apparatus
CN210767248U (en) Connecting structure of steel plate concrete composite shear wall and concrete floor wrapped outside
CN206941537U (en) A kind of check gate aileron structure
CN202467173U (en) Steel support applied in steel-structure floor
CN207551767U (en) By the use of precast main beam as the bridge construction hanging device of primary structure member
CN206158015U (en) Prestressed carbon fiber plate anchor
CN101701493B (en) Template support system of box type girder cast-in-place concrete floor plate of steel frame construction
CN208456120U (en) A kind of diveder formula steel support crossbeam
CN107119804B (en) The PBL that node tensile and compressive property can be improved simultaneously puts more energy into shape steel tube concrete joint
CN206368538U (en) A kind of fixing device of concrete delivery pump pipe
CN201679227U (en) Template-supporting device of cast-in-place concrete floor slab of box-shaped beam with steel frame structure
CN205777528U (en) A kind of lift-on/lift-off type metal form

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant