US3347515A - Recess joint for road construction - Google Patents

Recess joint for road construction Download PDF

Info

Publication number
US3347515A
US3347515A US523844A US52384466A US3347515A US 3347515 A US3347515 A US 3347515A US 523844 A US523844 A US 523844A US 52384466 A US52384466 A US 52384466A US 3347515 A US3347515 A US 3347515A
Authority
US
United States
Prior art keywords
recess
road
recess joint
joint
road construction
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.)
Expired - Lifetime
Application number
US523844A
Inventor
Franklin T White
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to US523844A priority Critical patent/US3347515A/en
Application granted granted Critical
Publication of US3347515A publication Critical patent/US3347515A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/50Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
    • E01C19/502Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes
    • E01C19/504Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes adapted to, or provided with, means to maintain reinforcing or load transfer elements in a required position

Definitions

  • ABSTRACT 9F THE DISCLUSURE A recess joint for road construction having a retaining piece thereon which holds tie bars that extend through the recess joint so that the tie bars will not fall out of position during the process of building the forms for the laying of concrete for a section of the road.
  • This invention pertains to road construction and more particularly to a method and means for building a road having an improved recess joint.
  • the road has been built in longitudinal sections having joints running parallel with the road dividing the sections. This has been done for ease of construction.
  • the method used is to lay a slab of concrete for one lane of the road and to join to it a second slab of concrete for another lane of the road by a recess joint.
  • the two slabs of concrete that join each other thus maliing up the two lanes of the road are tied together by he bars that extend through the recess joint.
  • a great deal of time-consuming labor has been expended in properly placing the tie bars through the recess jolllii.
  • FIG. 1 is an isometric view of a portion of a road bed showing a portion of the recess joint and side form in place thereon.
  • FIG. 2 is an isometric view of a portion of the recess joint having the labor saving clip.
  • FIG. 3 shows a modification of the recess joint with a clip cut out of the recess joint, and
  • FIG. 4 shows a further modification of the recess joint with a pin used in place of the clip.
  • a portion of a road bed 1 is shown having laid thereon a side form 2.
  • a recess joint 3 has inserted therein a tie bar 4 which is held by a tie bar support 5 that rests on the road bed 1.
  • a stake 6 holds the recess joint 3 against the side form 2.
  • a foot 7 holds the recess joint 3 at the desired elevation from the road bed 1.
  • the recess joint 3 is shown with the tie bar 4 in position and held by a clip 8, which is welded to the recess joint 3.
  • the method to be used for the road construction is to put the recess joints 3 down along the road bed 1.
  • the tie bars 4 are inserted through holes 9 in the recess joints 3.
  • a great number of recess joints 3 are used placed end to end and there are generally four tie bars 4 used per 10- foot section of recess joint 3.
  • the next operation is to place the side forms 2 along the recess joints 3 and drive the stakes 6 into the road bed 1 to hold the recess joints 3 against the side forms 2, and the form for the slab of concrete to be poured will .be thus constructed. It can readily be seen that the tie bars 4 will not stay in position unless some means of holding them is devised.
  • the clip 8 thus holds the tie bars 4 in position so that they will not fall down or assume unusual angles.
  • the men who work in connection with laying the side forms 2 and recess joints 3 are thus saved considerable time in going back along the recess joints 3 and straightening up all of the tie bars 4 after the recess joints 3 are placed in position and the tie bars 4 inserted through them.
  • the slab of concrete is then poured, and ,after it has hardened the side form 2 is removed, the recess joints 3 remain in position and the tie bars 4 are straightened into position as shown by the dotted lines 10.
  • the hardened slab of concrete creates a side form for the slab to be poured next to it.
  • the tie bars 4 then tie the two slabs together to prevent relative horizonal longitudinal movement between them and the angle in the recess joints 3 creates a further tongue and groove joint to prevent relative vertical movement between the two slabs of concrete.
  • FIGS. 3 and 4 show modifications of the clips 8 that could be used such as to cut the clip 11 out of a portion of the recess joint 3 as shown in FIG. 3 or to use a pin 12 welded to the recess joints 3 as in FIG. 4.
  • Clips 8 and 12 could be fastened to the recess joints 3 by any other suitable means than Welding.
  • a recess joint for road construction having a channel shaped form member adapted to be placed with its recessed side against a road form, said form member having an aperture to receive a bent tie bar with its bent portion adapted to extend longitudinally along said recessed side, a retaining piece fastened on said recessed side and spaced from said aperture to engage said bent portion of said tie bar.
  • a recess joint -for road construction having a channel shaped form member adapted to be placed with its recessed side against a road form, said form member hav. ing an aperture to receive a bent tie bar with its bent portion adapted to extend longitudinally along said recessed side, a retaining piece cut from said recessed side and spaced from said aperture to engage said bent portion of said tie bar.
  • a recess joint for road construction having a channel shaped form member adapted to be placed with its recessed side against a road form, said form member hav- 1 UNITED STATES PATENTS 4/1933 White. 1/1935 Dill.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Description

Oct. 17, 1967 F. T. WHITE 3,347,515
RECESS JOINT FOR ROAD CONSTRUCTION Filed Jan. 24, 1966 2 Sheets-Sheet 1 H 2 FRANKLINTWHITE INVENTOR ATTORNEY 0st. i 7, 1967 F. T. WHITE RECESS JOINT FOR ROAD CONSTRUCTION 2 Sheets-Sheet 2 Filed Jan. 24, 1966 t. I "1 a 1.. 'll.
1% a g g L FIG. 3
ib. L 'Q\ lh ml! 1 l2 9' ii 7 FIG. 4
FRANKLIN T. WHITE INVENTOR ATTORNEY I United States Patent Ofiice 3,347,515 Patented Oct. 17, 1967 3,347,515 RECESS JOHNT FOR ROAD CONSTRUCTIQN Franklin T. White, Morning Sun, Iowa 52640 Filed .i'an. 24, 1966, Ser- No. 523,844 3 Claims. (Cl. 249-9) ABSTRACT 9F THE DISCLUSURE A recess joint for road construction having a retaining piece thereon which holds tie bars that extend through the recess joint so that the tie bars will not fall out of position during the process of building the forms for the laying of concrete for a section of the road.
This invention pertains to road construction and more particularly to a method and means for building a road having an improved recess joint.
Heretofore in the road construction art the road has been built in longitudinal sections having joints running parallel with the road dividing the sections. This has been done for ease of construction. With modern road building machines the method used is to lay a slab of concrete for one lane of the road and to join to it a second slab of concrete for another lane of the road by a recess joint. The two slabs of concrete that join each other thus maliing up the two lanes of the road are tied together by he bars that extend through the recess joint. Heretofore a great deal of time-consuming labor has been expended in properly placing the tie bars through the recess jolllii.
It is therefore an object of this invention to provide a recess joint which will accommodate tie bars and will hold the tie bars in place during the pouring of the slab of concrete.
It is further an object of this invention to provide a clip on a recess joint which is economical to manufacture and which will be available with the recess joint for use at the road construction site.
It is further an object of this invention to provide a means for road construction utilizing tie bars and recess joints whereby the tie bars are held in position so that they can be straightened and used in connection with the road construction.
Further objects and advantages of this invention will become apparent from the following drawings, descriptions and claims:
In the drawings, FIG. 1 is an isometric view of a portion of a road bed showing a portion of the recess joint and side form in place thereon. FIG. 2 is an isometric view of a portion of the recess joint having the labor saving clip. FIG. 3 shows a modification of the recess joint with a clip cut out of the recess joint, and FIG. 4 shows a further modification of the recess joint with a pin used in place of the clip.
Referring now to the drawings, a portion of a road bed 1 is shown having laid thereon a side form 2. A recess joint 3 has inserted therein a tie bar 4 which is held by a tie bar support 5 that rests on the road bed 1. A stake 6 holds the recess joint 3 against the side form 2. A foot 7 holds the recess joint 3 at the desired elevation from the road bed 1. In FIG. 2 the recess joint 3 is shown with the tie bar 4 in position and held by a clip 8, which is welded to the recess joint 3.
The method to be used for the road construction is to put the recess joints 3 down along the road bed 1. The tie bars 4 are inserted through holes 9 in the recess joints 3. A great number of recess joints 3 are used placed end to end and there are generally four tie bars 4 used per 10- foot section of recess joint 3. After the tie bars 4 are placed through the recess joint 3 they are held in position by the tie bar supports 5 and the clips 3. The next operation is to place the side forms 2 along the recess joints 3 and drive the stakes 6 into the road bed 1 to hold the recess joints 3 against the side forms 2, and the form for the slab of concrete to be poured will .be thus constructed. It can readily be seen that the tie bars 4 will not stay in position unless some means of holding them is devised. The clip 8 thus holds the tie bars 4 in position so that they will not fall down or assume unusual angles. The men who work in connection with laying the side forms 2 and recess joints 3 are thus saved considerable time in going back along the recess joints 3 and straightening up all of the tie bars 4 after the recess joints 3 are placed in position and the tie bars 4 inserted through them.
The slab of concrete is then poured, and ,after it has hardened the side form 2 is removed, the recess joints 3 remain in position and the tie bars 4 are straightened into position as shown by the dotted lines 10. Thus the hardened slab of concrete creates a side form for the slab to be poured next to it. When this is done the tie bars 4 then tie the two slabs together to prevent relative horizonal longitudinal movement between them and the angle in the recess joints 3 creates a further tongue and groove joint to prevent relative vertical movement between the two slabs of concrete.
FIGS. 3 and 4 show modifications of the clips 8 that could be used such as to cut the clip 11 out of a portion of the recess joint 3 as shown in FIG. 3 or to use a pin 12 welded to the recess joints 3 as in FIG. 4.
It can thus be seen that the addition of the clips 8, 11 or the pin 12 to the recess joints 3 will save considerable time and labor in putting the tie bars 4 in place. Clips 8 and 12 could be fastened to the recess joints 3 by any other suitable means than Welding.
I claim:
1. A recess joint for road construction having a channel shaped form member adapted to be placed with its recessed side against a road form, said form member having an aperture to receive a bent tie bar with its bent portion adapted to extend longitudinally along said recessed side, a retaining piece fastened on said recessed side and spaced from said aperture to engage said bent portion of said tie bar.
2. A recess joint -for road construction having a channel shaped form member adapted to be placed with its recessed side against a road form, said form member hav. ing an aperture to receive a bent tie bar with its bent portion adapted to extend longitudinally along said recessed side, a retaining piece cut from said recessed side and spaced from said aperture to engage said bent portion of said tie bar.
3. A recess joint for road construction having a channel shaped form member adapted to be placed with its recessed side against a road form, said form member hav- 1 UNITED STATES PATENTS 4/1933 White. 1/1935 Dill.
JACOB L. NACKENOFF, Primary Examiner.

Claims (1)

1. A RECESS JOINT FOR ROAD CONSTRUCTION HAVING A CHANNEL SHAPED FORM MEMBER ADAPTED TO BE PLACED WITH ITS RECESSED SIDE AGAINST A ROAD FORM, SAID FORM MEMBER HAVING AN APERTURE TO RECEIVE A BENT TIE BAR WITH ITS BENT PORTION ADAPTED TO EXTEND LONGITUDINALLY ALONG SAID RECESSED SIDE, A RETAINING PIECE FASTENED ON SAID RECESSED SIDE AND SPACED FROM SAID APERTURE TO ENGAGE SAID BENT PORTION OF SAID TIE BAR.
US523844A 1966-01-24 1966-01-24 Recess joint for road construction Expired - Lifetime US3347515A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US523844A US3347515A (en) 1966-01-24 1966-01-24 Recess joint for road construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US523844A US3347515A (en) 1966-01-24 1966-01-24 Recess joint for road construction

Publications (1)

Publication Number Publication Date
US3347515A true US3347515A (en) 1967-10-17

Family

ID=24086667

Family Applications (1)

Application Number Title Priority Date Filing Date
US523844A Expired - Lifetime US3347515A (en) 1966-01-24 1966-01-24 Recess joint for road construction

Country Status (1)

Country Link
US (1) US3347515A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3508365A (en) * 1967-10-11 1970-04-28 James G Ellis Concrete slab joint construction
US3561720A (en) * 1968-08-05 1971-02-09 Franklin T White Recess joint for road construction
US4594830A (en) * 1982-12-13 1986-06-17 Avi Alpenl. Veredelungs-Industrie Gmbh Bonding unit for reinforced concrete structural components
US10150138B1 (en) * 2017-05-16 2018-12-11 Roger Thomas Haag Interface for inserting bonding material between the joins of two interlocking members
IT201800001870A1 (en) * 2018-01-25 2019-07-25 Tutor Int Srl MODULAR ASSEMBLY SYSTEM FOR THE CREATION OF PATHWAYS AND CYCLE PATHS

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1905023A (en) * 1930-05-26 1933-04-25 Kalman Steel Co Road strip and support
US1987392A (en) * 1929-08-01 1935-01-08 Charles H Dill Road construction

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1987392A (en) * 1929-08-01 1935-01-08 Charles H Dill Road construction
US1905023A (en) * 1930-05-26 1933-04-25 Kalman Steel Co Road strip and support

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3508365A (en) * 1967-10-11 1970-04-28 James G Ellis Concrete slab joint construction
US3561720A (en) * 1968-08-05 1971-02-09 Franklin T White Recess joint for road construction
US4594830A (en) * 1982-12-13 1986-06-17 Avi Alpenl. Veredelungs-Industrie Gmbh Bonding unit for reinforced concrete structural components
US10150138B1 (en) * 2017-05-16 2018-12-11 Roger Thomas Haag Interface for inserting bonding material between the joins of two interlocking members
IT201800001870A1 (en) * 2018-01-25 2019-07-25 Tutor Int Srl MODULAR ASSEMBLY SYSTEM FOR THE CREATION OF PATHWAYS AND CYCLE PATHS
WO2019145986A1 (en) * 2018-01-25 2019-08-01 Tutor International S.R.L. Modular assembly system for pathways and cycle paths

Similar Documents

Publication Publication Date Title
US2745165A (en) Paving form structure
US1729935A (en) Wall anchor
US3848377A (en) Mat foundation
CN204645268U (en) A kind of infilled wall tie bar built-in fitting
US3347515A (en) Recess joint for road construction
CN110670807A (en) Concrete cushion block, special mould and manufacturing method thereof
US3211413A (en) Concrete forms and components thereof
CN211038651U (en) Karst stratum tunnel secondary lining renovation construction structure based on sleeve lining
US1692166A (en) Structural-form tie
US2039420A (en) Method of constructing, repairing, and widening concrete roads
US3572001A (en) Support for concrete reinforcing steel
US3858400A (en) Method of tunnel boring and tunnel reinforcement mats
RU158879U1 (en) CONSTRUCTION OF COMBINING THE REINFORCED CONCRETE PLATE WITH THE STEEL BRIDGE BEAM
DE1658878A1 (en) Construction element set for shuttering walls with prefabricated shuttering panels made of reinforced concrete
US2918716A (en) Concrete form
US4020132A (en) Construction joint for reinforced concrete structures
KR200213124Y1 (en) Prefabricated steel flash board
US3561720A (en) Recess joint for road construction
US2080876A (en) Supporting and anchoring means for wire lathing
US1779885A (en) Screed clip
US2141986A (en) Joint and dowel structure for roadways
CN220014105U (en) Wall-pulling wall-rib anchoring piece and wall thereof
US2341518A (en) Grouting system
US1614570A (en) Support for bar joists
US2108677A (en) Precast floor construction